manor isd / police station renovation -csp …...logo contractor's logo bolts 3'-0"...

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8.01 SITE PLAN MEPT

8.02 MECHANICAL COVER SHEET

8.03 DEMOLITION PLAN - MECHANICAL & FLOOR PLAN - MECHANICAL

8.04 MECHANICAL SCHEDULES AND DETAILS

10.02 ELECTRICAL COVER SHEET

10.03 DEMOLITION PLAN - ELECTRICAL & FLOOR PLAN - LIGHTING

10.04 FLOOR PLAN POWER

4.00 EXISTING/DEMOLITION & NEW FLOOR PLANS

5.20 EXTERIOR ELEVATIONS

5.60 DOOR SCHEDULES, FRAMES, TYPES & DETAILS

6.00 REFLECTED CEILING PLAN

7.00 FIXTURE, FINISH & EQUIPMENT PLAN

7.30 CASEWORK ELEVATIONS & DETAILS

2.00 GENERAL NOTE

2.10 PAVING/GRADING PLAN

1.00 COVER SHEET

1.01 CITY OF MANOR CONSTRUCTION NOTES

1.02 DEMOLITION & SITE PLAN

1.03 CODE ANALYSIS & LIFE SAFETY PLAN

1.04 SITE DETAILS - FENCES & GATES

ARCHITECTURAL SITE

MANOR ISD / POLICE STATION RENOVATION - CSP #600(RM)21-00 MANOR, TEXAS

SCALE:1" = 2000'-0"

VICINITY MAPNORTH

INDEX OF SHEETS

REVIEWED BY:DIRECTOR OF DEVELOPMENT SERVICES DATE

REVIEWED BY:DEPARTMENT OF PUBLIC WORKS DATE

REVIEWED BY:CITY ENGINEER DATE

REVIEWED BY:TRAVIS COUNTY ESD NO. 12 DATE

ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN REVIEWING THESE PLANS, THE CITY OF MANOR AND TRAVIS COUNTY ESD NO. 12 MUST RELY UPON THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER. REVIEW OF THE SUBMITTED MATERIALS DOES NOT CONSTITUTE A VERIFICATION OF ALL DATA, INFORMATION AND CALCULATIONS SUPPLIED BY THE APPLICANT. THE ENGINEER OF RECORD IS SOLELY RESPONSIBLE FOR THE COMPLETENESS, ACCURACY AND ADEQUACY OF HIS/HER SUBMITTAL, WHETHER OR NOT THE APPLICATION IS REVIEWED FOR ORDINANCE COMPLIANCE BY THE CITY ENGINEER.

PROJECT NAME: MANOR ISD POLICE STATION

SITE ADDRESS: 312 W MURRAY AVE., MANOR, TX 78653

CURRENT ZONING: I- INSTITUTIONAL

OWNER: MANOR INDEPENDENT SCHOOL DISTRICT

CONTRACTOR: T.B.D.

ARCHITECT: CLAYCOMB ASSOCIATES ARCHITECTS - (512) 263-7940

ENGINEER: IMEG CORP. - (214) 485-6433

SITE AREA: 1.371 ACRES (CONSTRUCTION AREA)

IMPERVIOUS COVER: 40,820 SF

BUILDING COVERAGE: 9,274 SF (EXISTING FOOTPRINT, RENOVATION)

LEGAL DESCRIPTION: ABS 546 SUR 40 MANOR J ACR1.371

SITE SUMMARY

CIVIL

ARCHITECTURAL

MEPT

MANOR EXPRESSWAY (HWY 290)

MANOR EXPRESSWAY (HWY 290)

PROJECT LOCATION312 W. MURRAY AVE.MANOR, TX

W. MURRAY AVE.

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HC HC HCRSVHC

SIGN #1

VAN

SIGN #2

SIGN #1

REAR PARKING SPACES26 PARKING SPACES

FRONT PARKING SPACES15 REGULAR SPACES 3 HC SPACES18 TOTAL PARKING SPACES

EXISTING HVAC YARD

EXISTING CCC BUILDING9,274 SF

6'-0"

6"

1'-0"

WEST MURRAY AVE HIG

HWAY 290

10A

10B 10B

10B

10B

10B

10D

10E

10F

10M

10M

10M

10L

10L

10L

10L

10L

10L

10L

10L

10C

10Q

10R

10R10R

10R

10R

10R

10C 10L

10N

10N

10P

10G10G10G10G

10R

10R10R10R

10R

10J 10J

45'-0" ±

9'-0" ±

10K

10K

10'-6"

10D

REAR PARKING SPACES19 REGULAR SPACES1 HC SPACE20 PARKING SPACES

FRONT PARKING SPACES17 REGULAR SPACES1 HC SPACE18 TOTAL PARKING SPACES

EXISTING HVAC YARD

EXISTING CCC BUILDING9,274 SF

WEST MURRAY AVE HIG

HWAY 290

9'-0" 9'-0" 9'-8" 11'-0" 10'-0" 9'-0" 9'-0" 9'-0"

9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 10'-0"

109'-0"

75'-8"

50A50B50C

50A50B50C

50A50B50C

50A50B50C

20A

20C

30B

30B

20D

20E

20E

20E

20G

20H

20J

20N

20L

20M

20M

20M

20M

20M

20M

20M

20M

20M

30A

20D20D

30F 30F

30D 30D20G20G

5'-0"

22'-0"

32'-0"

20A

VAN

20A

20B

30E

30D 30D

20K

20D

20H

1.02

5

22'-0"

64'-3

"

42'-0"

9'-0" 9'-0" 9'-0" 11'-0" 15'-0" 9'-0" 9'-0" 9'-0"

80'-0"

9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0"

117'-0"

20D

SIGN #3 SIGN #3

SIGN #3

MANOR ISD PROGRAM SIGN

LANDSCAPE PLAN LEGEND

SMALL ORNAMENTAL TREES

CREPE MYRTLE- BURLAP BAGGED (3" CALIPER ORNAMENTAL TREE) - LAGERSTROEMIA INDICA

MOUNTAIN LAUREL - BURLAP BAGGED (3" CALIPER ORNAMENTAL TREE) - SOPHORA SECUNDIFLORA

JAPANESE BOXWOOD SHRUB AT 5'-0" O.C.- BUXUS MICROPHYLLA

SCREENING SHRUBS

3'-6"PER MANUF.6'-0"

NEW 1 1/2" DEEP SAW CUT IN EXISTING PAVEMENT FOR NEW VEHICLE LOOP DETECTOR SYSTEM PER MANUF. DETAILS.

NEW 20' MOTORIZED 6' TALL CANTILEVERED GALV. CHAIN LINK GATE (20' OPENING & 10' COUNTERBALANCE) W/ OPERATOR AND BARBED WIRE, REF DTL 01/1.04

NEW 4' WIDE X 6' TALL CHAIN LINK GATE W/ BARBED WIRE AND EXIT DEVICE

NEW 8' TALL (6' FENCE + 2' WIRE, MATCH EXISTING) CHAIN LINK FENCE W/ BARBED WIRE, REF DTL 2,3 & 4/1.04

NEW PARKING STRIPPING

NEW 6" DIA. BOLLARD, REF DTL 07/1.04

EXISTING CONCRETE CURB TO REMAIN

EXISTING CHAIN LINK FENCING TO REMAIN

GA

TE

PA

TH

SECTION OF CURB REMOVED

SIGN: 3/4" PLYWOOD, EXTERIOR GRADEPOST: 4" X 4" W/ 4" X 4" HORIZONTAL BRACES

PAINT BACKGROUND "WHITE BUFF" (P2519)(TYP ALL BACKGROUND)

NOTE: ALL COLORS REFER TO PITTSBURGHPAINT CO. - ANCHOR PLYWOOD TO POST W/1/2" O THRU BOLTS AND NUTS (6) (SPACING AS INDICATED)

GRAPHIC RENDERING, ELECTRONIC FILE. VERIFY ALL NAMES WITH DISTRICT.

BOLTS

4'-0"

4'-0"

4'-0"

2"

Board of Trustees

President

Vice President

Secretary

Trustee

Trustee

Trustee

Trustee

Superintendent

Elmer Fisher Jr.

Monique Celedon

Johnny R. Velasco

Ana Cortez

Matildy Samaripa, Jr.

Janie Serna

Dr. Royce Avery

Temeika Thomas

Districts' Logo

Contractor's Logo

BOLTS

3'-0"

2'-0"

4'-0"

4'-0"

2"

1'-8"

2"

MANOR ISD

HUMAN SERVICES

AND WELLNESS

PROGRAM VISITOR

ENTRANCE

2" 2'-8" 2"

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SCALE: 1" = 20'-0"1

EXISTING / DEMO SITE PLAN

GENERAL NOTES - SITE PLAN1. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND

LOCATION OF UNDERGROUND AND OTHER UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATIONS AS TO THE LOCATION, EXTENT AND TYPE OF ALL UTILITIES AND STRUCTURES AS NECESSARY TO AVOID DAMAGE AND DETERMINE SCOPE OF WORK. ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BE AT THE CONTRACTOR'S RISK AND REPAIRED AT THE CONTRACTOR'S EXPENSE. LOWER AND/OR RELOCATE ALL EXISTING UTILITIES AS REQUIRED. CAP AND/OR RE-ROUTE EXISTING UTILITIES AS REQUIRED TO MAINTAIN FUNCTIONS. COORDINATE WITH OWNER TO MAINTAIN CONSISTENT OPERATION OF UTILITIES. THE CONTRACTOR IS TO VISIT THE SITE OF PROPOSED CONSTRUCTION TO VERIFY EXISTING CONDITIONS AND IS TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR QUESTIONS PRIOR TO THE SUBMISSION OF BID. REFER TO THE SPECIFICATIONS. ALL INFORMATION REGARDING EXISTING FIELD CONDITIONS, MATERIALS, METHODS OF CONSTRUCTION AND DIMENSIONS SHALL BE OBSERVED, NOTED, AND VERIFIED BY THE CONTRACTOR PRIOR TO ANY CONSTRUCTION OR FABRICATION.

2. THE CONTRACTOR SHALL PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS NOT SCHEDULED TO BE REMOVED, REPAIRED OR ADDED AGAINST DAMAGE.REPAIR AND/ OR REPLACE ALL MATERIALS DAMAGED DURING DEMOLITION.ANY DAMAGE DONE SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT.

3. ALL NATURAL VEGETATION SHALL BE MAINTAINED WHERE IT DOES NOT INTERFERE WITH CONSTRUCTION OR THE PERMANENT PLAN OF OPERATION. EVERY EFFORT POSSIBLE SHALL BE MADE TO PROTECT VEGETATION FROM DAMAGE DUE TO EQUIPMENT USAGE. CONTRACTOR SHALL AT ALL TIMES PROTECT ALL MATERIALS AND WORK AGAINST INJURY TO PUBLIC.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SITE RELATED WORK BEING PERFORMED.

5. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS NOT PRESENTLY KNOWN OR SHOWN. IT SHALL BE THE CONSTRUCTION MANAGERS OR CONTRACTORS RESPONSIBILITY TO DETERMINE OR VERIFY THE EXISTENCE OF AND EXACT LOCATION OF THE ABOVE.

6. ALL BIDS ARE TO HAVE UNIT PRICES LISTED. 7. SILT FENCE TO BE INSTALLED BEFORE GROUND IS BROKEN AND TO REMAIN UP

AT ALL TIMES UNTIL PROJECT COMPLETION, AND BE COMPLAINT WITH SWPPP.

NORTH

SCALE: 1" = 20'-0"2

NEW SITE PLAN NORTH

DEMO SITE NOTE SCHEDULENUMBER NOTE

10 DEMOLITION SITE WORK

10A REMOVE PORTION OF DAMAGED ASPHALT AS SHOWN ON PLAN

10B REMOVE ALL EXISTING PARKING STRIPING

10C REMOVE ROCKS/GRAVEL, SALVAGE FOR REUSE.

10D REMOVE PORTION OF CURB AND SIDEWALK AS SHOWN ON PLAN

10E REMOVE EXISTING DUMPSTER AND SALVAGE FOR REUSE.

10F REMOVE EXISTING PAVING AND LANDSCAPE FOR MOTORIZED GATE PEDESTAL TRENCH.

10G REMOVE EXISTING CURB AND GUTTER AS SHOWN ON PLANS

10H REMOVE PORTION OF ASPHALT PAVING AS SHOWN

10J REMOVE EXISTING WHEEL STOPS TO BE SALVAGED AND PROTECTED FOR REUSE

10K REMOVE PORTION OF EXISTING CHAIN LINK FENCE W/ BARBED WIRE

10L EXISTING CONCRETE CURB AND GUTTER TO REMAIN, TYP.

10M EXISTING EXTERIOR LIGHT BASES TO REMAIN. EXTERIOR LIGHT FIXTURES TO BE REMOVED AND REPLACED.

10N EXISTING CHAIN LINK FENCING W/ BARBED WIRE TO REMAIN.

10P EXISTING CURB AND RAMP TO REMAIN.

10Q EXISTING FLAG POLE TO REMAIN.

10R EXISTING LANDSCAPE TO REMAIN.

SITE NOTES SCHEDULENUMBER NOTE

20 SITE WORK

20A NEW 6' TALL SECURITY CHAIN LINK FENCE

20B NEW MOTORIZED GATE WITH SECURE ACCESS.

20C NEW 6' TALL MANUALLY OPERATED CHAIN LINK GATE WITH CHAIN CLOSURE AND LOCK.

20D NEW POLE MOUNTED SITE LIGHTING FIXTURES AS SHOWN.

20E NEW LIGHTING FIXTURE IN EXISTING SITE LIGHTING BASE

20F NEW SHRUBS AND TREES AS SHOWN ON PLAN

20G NEW CONCRETE FLUME AS SHOWN. REINSTALL SALVAGED GRAVEL AFTER NEW GRADING IS COMPLETED.

20H NEW CONCRETE CURB, RAMP AND SIDEWALK AS SHOWN ON PLAN

20J NEW 64" TALL MANUAL OVERRIDE KEYPAD W/ 6" DIA BOLLARDS AND TRENCH

20K NEW 8' TALL SECURITY SINGLE CHAIN LINK GATE W/ EXIT DEVICE

20L EXISTING DUMPSTER TO REMAIN.

20M EXISTING CURB AND GUTTER TO REMAIN.

20N EXISTING CURB AND RAMP TO REMAIN.

30 PARKING / CONCRETE

30A NEW HEAVY CONCRETE PAVING (BASE BID)

30B NEW PARKING STRIPING AND ADA PATH STRIPING

30C NEW CONCRETE CURB AND RAMP

30D NEW WHEEL STOPS AS SHOWN ON PLAN

30E NEW BOLLARDS AS SHOWN ON PLAN

30F EXISTING SALVAGED WHEEL STOPS

PAVING NOTESNUMBER NOTE

50 PAVING

50A BASE BID - PROVIDE PATCHING, REPAIRS, AND RESURFACE THE EXISTING PARKING AND DRIVES WITH ASPHALT

50B ALT #1 - REMOVE EXISTING ASPHALT AND CONCRETE, REPLACE WITH NEW ASPHALT PARKING AND DRIVES

50C ALT #2 - REMOVE EXISTING ASPHALT AND CONCRETE, REPLACE WITH NEW CONCRETE PARKING AND DRIVES

LANDSCAPE REQUIREMENTS (COMPLIES WITH MANOR ORDINANCE

SECTION 15.03.005 LANDSCAPE REQUIREMENTS - JUNE 10TH 2020)

THE LANDSCAPES AND IRRIGATION WILL BE PROVIDED BY SCHOOL DISTRICT.

TOTAL SQUARE FOOTAGE OF SITE: 59,677 SQUARE FEET

15% OF PLANTER NEEDED - AS PER CITY OF MANOR ORDINANCE59,677 SF X 15% = 8,952 SQ FT

REQUIRED PLANTING - FOR EVERY 600 SF OF REQUIRED LANDSCAPE AREA (2) TREES AND (4) SHRUBS SHALL BE PLANTED FOR THE FIRST 20,000 SF OF REQUIRED LAND AREA. FOR EVERY 600 SF OF REQUIRED LANDSCAPED AREA IN EXCESS OF 20,000 SF SHALL PLANT (1/8) TREE AND (3) SHRUBS.

REQUIRED TREES - 30 (EXISITNG TREES 10, PROVIDED TREES 20)REQUIRED SHRUBS - 60 (VERIFY IN FIELD FOR THE NUMBER OF EXISTING SHRUBS)

PREFERRED TREE LIST1. CEDAR ELM2. NOUNTAIN LAUREL3. BUR OAK

OPTIONAL TREE LIST1. CREPE MYRTLE

PREFERRED SHRUB LISTA. JAPANESE BOXWOODB. INDIAN HAWTHORN

LANDSCAPING MAINTENANCE NOTE

THE DEVELOPER AND SUBSEQUENT OWNERS OF THE LANDSCAPED PROPERTY, OR THE MANAGER OR AGENT OF THE OWNER, SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE AREAS. SAID AREAS SHALL BE MAINTAINED SO AS TO PRESENT A HEALTHY, NEAT AND ORDERLY APPEARANCE AT ALL TIMES AND SHALL BE KEPT FREE OF REFUSEAND DEBRIS. ALL PLANTED AREAS SHALL BE PROVIDED WITH A READILY AVAILABLE WATER SUPPLY AND WATERED AS NECESSARY TO ENSURE CONTINUOUS HEALTHY GROWTH AND DEVELOPMENT. MAINTENANCE SHALL INCLUDE THE REPLACEMENT OF ALL DEAD PLANT MATERIAL IF THAT MATERIAL WAS USED TO MEET THE REQUIREMENTS OF THE SUBDIVISION REGULATIONS.

SCALE: 1/8" = 1'-0"5

ENLARGED FENCING PLANSCALE: 1" = 1'-0"

4JOB SIGN 4X4

SCALE: 1" = 1'-0"3

MISD PROGRAM SIGN

# OCC

FE

EGRESS PATH & TRAVEL DISTANCE

OCCUPANCY LOAD

LIFE SAFETY LEGEND

FIRE EXTINGUISHER CABINET

EX

IT

64"

EX

IT

64"

EXIT

32"

EXIT

32"

22 TOTAL OCCUPANCY

MAX. TRAVEL DISTANCE 111 FT

REQ'D EGRESS WIDTH

22x0.2" = 4.4"

EVIDENCEA109

TRAININGA106

PROCESSING/INTERVIEWA105

SHOPA112

CUBICLE OFFICESA103

VESTIBULEA104

ADMIN. ASSIST.A102

SOFT INTERVIEWA107

OFFICEA108

SEC. DOCS.A110

OFFICESA113

MENSA114

WOMENSA115

STORAGEA116

EXEC. ASSIST.A117

MEETINGA119

COFF/BRKA120

ELECTRICALA121

JAN.A123

MDFA124

STORAGEA125

TRAININGA126

OFFICEA127

P & W COORD.A128

ASST. DIR. HEALTH

SERVICES

A130

MENTOR COORD. &

GRANT DIR.

A132 DIR. HEALTH SERVICESA133

STORAGEA134

5 OCC

4 OCC

3 OCC

2 OCC 1 OCC

8 OCC

1 OCC

1 OCC

2 OCC

3 OCC

7 OCC

3 OCC7 OCC

7 OCC

6 OCC

2 OCC

4 OCC

1 OCC

1 OCC

10 TOTAL OCCUPANCY


REQ'D EGRESS WIDTH

10x0.2" = 2"

30 TOTAL OCCUPANCY


REQ'D EGRESS WIDTH

30x0.2" = 6"

8 TOTAL OCCUPANCY

MAX. TRAVEL

DISTANCE 80 FT

REQ'D EGRESS WIDTH

8x0.2" = 1.6"

1 OCC 1 OCC

FE

FE

FE

FE

APPLICABLE BUILDING CODES

2015 INTERNATIONAL BUILDING CODE w/ local amendments

2015 INTERNATIONAL FIRE CODE w/ local amendments

2015 INTERNATIONAL MECHANICAL CODE w/ local amendments

2015 INTERNATIONAL PLUMBING CODE w/ local amendments

2015 INTERNATIONAL FUEL & GAS CODE w/ local amendments

2014 NATIONAL ELECTRICAL CODEw/ local amendments

2015 INTERNATIONAL PROPERTY MAINTENANCE CODE w/ local amendments

2015 INTERNATIONAL ENERGY CONSERVATION CODE w/ local amendments

AMERICAN WITH DISABILITIES ACTS

2012 ICC/ANSI A117.1 - 2003

TEXAS ARCHITECTURAL BARRIERS CODE

CITY OF MANOR ORDINANCE

OCCUPANCY CLASSIFICATIONS

BUSINESS B

EGRESS TRAVEL DISTANCE

CONSTRUCTION TYPE

ADDITIONAL FIRE PROOFING REQUIREMENTS

FIRE EXTINGUISHERS SHALL BE PROVIDED EVERY 75’ OF TRAVEL

DISTANCE PER CITY OF MANOR FIRE DEPARTMENT

V-B - NON-SPRINKLERED

NON-SPRINKLED BUILDINGS: TRAVEL DISTANCE TO AN EXIT

DOOR SHALL NOT BE GREATER THAN 200 FT

AREA CALCULATIONS

EX

IST

ING

MA

NO

R

ISD

PO

LIC

E

ST

AT

ION

RENOVATED AREA CALCULATIONS

EXISTING ONE STORY BUILDING

GROUP B - TYPE V-B CONSTRUCTION - NON SPRINKLERED

CLASSIFICATION OF WORK:

ALTERATIONS LEVEL 2 PER 2015 IEBC SECTION 504

EXISTING TOTAL BUILDING AREA = 9,273 SF

RENOVATED BUILDING AREA = 2,474 SF

RENOVATED BUILDING AREA IS 27% OF TOTAL EXISTING BUILDING AREA

RENOVATED AREA

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SCALE: 1/8" = 1'-0"1

FLOOR PLAN - LIFE SAFETY

GATE OPERATOR

GATE OPERATOR CONCRETE PAD REF MFG

SLIDING GATE

4' OD POST WITH GATE GUIDES PER MFG, (TYP)

PIPE BOLLARD

2 1

/2"

5 1

/2"

1'-9"

4" 1'-4 1/2" 2'-1 1/2"

FENCING, REF PLAN

3'-9"

3'-9"

KNOX BOX W/ CHAIN DROP AS REQ'D

4"

1'-7"

4"

8"

7"

1'-4"

4" 8" 4"

1"

FIN

ISH

GR

AD

E

3'-4"

AB

OV

E2'-0"

4"

CONCRETE FOOTING

8" X 8" PLATE

2" X .120" X 64" BLACK TUBE W/ CONDUIT ACCESS ON BACKSIDE 23 1/2" FROM THE LOWEST POINT

NEW 4" X 4" X 1.20 FACE PLATE

PEDESTAL PLAN

PEDESTAL SECTION

6"

NEW HEAVY CONCRETE AS SCHED.

6" DIA. STEELPIPE FILLED WITHCONC. AND PAINT

ALL SURFACES SAFETY YELLOW

TOP ROUNDEDAND TROWELLED

SMOOTH

PAVING/FLATWORK

CONCRETE FOOTING

SECTIONELEV.

3'-6"

3'-0"

6"

2" SQ. DIAMONDPATTERN 9 GA. WIRE

PROVIDE CONC FOUNDATION @ EACH POST; TROWEL AND

SLOPE FINISH DOWNWARDFOR DRAINAGE

BOTTOM OF FABRIC 1/2" TO 3/4" ABOVECONC OR GRADE WITH KNUCKELED SELVAGE ON BOTTOM.

LINE POSTS TO BE 2.375" O.D. SCH. 40 GALV. PIPE @ 3.65

LBS/FT.

HORIZ BRACE ATENDS, BOTH SIDESOF CORNER ANDGATE POSTS

END, CORNER & PULLPOSTS TO BE 2.875" O.D. GALV. PIPE @ 5.79 LBS/FT.

3/8"DIA. GALV. RODW/ TRUSS TIGHTENER

STRETCHER BAR W/12 GA. GALV. FITTINGS

TIES @ 12" O.C., 9 GA. ON POSTS

TOP RAIL TO BE1.660" O.D. PIPE @2.27 LBS/FT. W/ TIES@ 24" O.C.

POST TOPS, DESIGNED AS A WEATHERTIGHTCLOSURE CAP (TYP).

TENSION WIRE, GALV. 7 GA. W/CLIPS 24" O.C.OR AS NEEDED

@ C

OR

NE

RS

40"

MIN

.

LIN

E P

OS

TS

36"

MIN

. @

6'-0",

UP

TO

8'-0"

10'-0" MAX. 10'-0" MAX. N.T.S.

ALL CHAIN LINK FENCING TO BE

GALVANIZED WITH BLACK VINYL-COATED FINISH, PRIVACY SLATS & RAZORWIRE.

HORIZ BRACE AT BOTH SIDES OF GATE POSTS

3/4" Ø TRUSS ROD AT LEAVES W/ 1" Ø RECEIVER IN SLAB

REF CHAIN LINK FENCE POST DETAIL

3/8"Ø GALV. ROD W/ TRUSS TIGHTENER

GATE POSTS, REF CHART FOR SIZING

REF. CHART

6'-0",

UP

TO

8'-0"

GA

TE

PO

ST

S

40"

MIN

ATMIN

.

8"

2" SQ. DIAMOND PATTERN 9 GA. WIRE

GATE TO BE STEEL PIPE FRAME 1.90" OD @ 2.72 LBS/FT.GATE FABRIC SAME AS FENCING.

FORK TYPE LATCH. LOCK BY OWNER

STRETCHER BAR W/ 12 GA. GALV. FITTINGS

NOTE:1. ALL FENCING SHALL BE HOT-DIP GALVANIZED.2. GATES SHALL COMPLY W/ ASTM-F900-05.

CHAINLINK GATE POST CHART

SIZE OF OPENING (PER LEAF)

UP TO 6'-0"

OVER 6'-0" TO 13'-0"

OVER 13'-0" TO 18'-0"

OVER 18'-0"

PIPE SIZE AND WEIGHT

2.875" OD, 5.79 LBS PER LIN. FT.

4" OD, 9.10 LBS PER LIN. FT.

6.625" OD, 18.97 LBS PER LIN. FT.

8.625" OD, 24.70 LBS PER LIN. FT.



HORIZ BRACE AT BOTH SIDES OF GATE POSTS

REF CHAIN LINK FENCE POST DETAIL

3/8"Ø GALV. ROD W/ TRUSS TIGHTENER

GATE POSTS, REF CHART FOR SIZING

REF. CHART

6'-0",

UP

TO

8'-0"

GA

TE

PO

ST

S

40"

MIN

AT

VINYL MINI MESH CHAIN LINK W/ 6 GA WIRE AND 1/4" MESH

GATE TO BE STEEL PIPE FRAME 1.90" OD @ 2.72 LBS/FT.GATE FABRIC SAME AS FENCING.

KEY CHAIN LINK LOCK SET W/ LEVER, GATE STOP AND KEEPER

STRETCHER BAR W/ 12 GA. GALV. FITTINGS

NOTE:1. ALL FENCING SHALL BE HOT-DIP GALVANIZED.2. GATES SHALL COMPLY W/ ASTM-F900-05.



CHAINLINK GATE POST CHART

SIZE OF OPENING (PER LEAF)

UP TO 6'-0"

OVER 6'-0" TO 13'-0"

OVER 13'-0" TO 18'-0"

OVER 18'-0"

PIPE SIZE AND WEIGHT

2.875" OD, 5.79 LBS PER LIN. FT.

4" OD, 9.10 LBS PER LIN. FT.

6.625" OD, 18.97 LBS PER LIN. FT.

8.625" OD, 24.70 LBS PER LIN. FT.

PANIC HARDWARE W/ DOOR PULL LESS DOGGING ON GATE W/ TAMPER-PROOF PLATE BY FENCE FABRICATOR

10" KICKPLATE

BOTH SIDES OF GATE

2'-0"

2"

DE

PT

H O

FC

ON

TA

INE

R

6"

MIN

.

REF. PLANFOR

SPACING

1'-0"MIN.

MULCH

SHRUB BALL REMOVED FROMCONTAINER

PLANTING MIX

EXISTING SOIL

NOTE: TOP SURFACE ELEVATION OF MULCH IS TO BE AT THE FINISH GRADE ELEVATION AND SHOULD NOT BLOCK SITE DRAINIAGE.

OF SIGN TO EDGE OF PAVEMENT

NOT LESS THAN 6'-0" (N.T.S.) FROM EDGE

"ST

OP

SIG

N"

ON

LY

2'-0"

@

(7'-0"

AT

PA

VIN

G O

R P

ED

ES

TR

IAN

MO

VE

ME

NT

)

5'-0"

1'-6"

1'-0"

REF SITE PLAN FOR SIGN CONFIGURATION

NOTE:ALL SIGNS TO HAVE RETROREFLECTIVITY LEVEL AS PER REQUIREMENTS.

NOTE:ALL SIGNS TO BE IN ACCORDANCE WITHIN JURISDICTION OR CITY REQUIREMENTS, WHICHEVER IS MORE STRINGENT.

VISITORPARKING

DRUG FREE - GUN FREESCHOOL ZONE

VIOLATORS WILL FACE FEDERAL PENALTIES

NOTICE SEARCH OF VEHICLESALL VEHICLES ENTERING THIS LOT ARE SUBJECT TO SEARCHUPON ANY REASONABLE SUSPICION THAT THE VEHICLE MAY

CONTAIN DANGEROUS, OR ILLEGAL ITEMS AND/ORSUBSTANCES. SEARCHES WILL BE ACCOMPLISHED BY

SCHOOL EMPLOYEES OR BY LAW ENFORCEMENT OFFICERSACTING AT THE REQUEST OF THE DISTRICT OR AN EMPLOYEE.

STRICTLY PROHIBITED* ALCOHOLIC BEVERAGES* WEAPONS OF ANY TYPE* ILLEGAL SUBSTANCES

* FIREARMS* NO SMOKING OR SMOKELESS TOBACCO IN ANY

SCHOOL BUILDING OR ON ANY SCHOOL GROUNDSIN ACCORDANCE WITH STATE LAW

SIGN 2

VISITORSALL VISITORS MUST REGISTER AT THE MAIN OFFICE.

1'-6"

1'-0"

VIOLATORS SUBJECT TO

FINE AND TOWING

SIGN 3

1'-0"

NO PARKING

SIGN 1

1'-6"

1'-0"

AUTHORIZED PERSONNEL

ONLY

1'-0"

RESTRICTED AREA

RED BACKGROUND

BLACK LETTERS

BLACK LETTERS

WHITE BACKGROUND

RED BACKGROUND

1'-6"

BLACK LETTERS

BLACK LETTERS

WHITE BACKGROUND

NOTE: TOP SURFACE ELEVATION OF MULCH IS TO BE AT THE FINISH GRADE ELEVATION AND SHOULD NOT BLOCK SITE DRAINIAGE.

RUBBER HOSE ATFIRST BRANCHING

TREE WRAP

3 GUY WIRES &TURNBUCKLES

SET TREE ATEXIST GRADE

1" MULCHDO NOT

COVER ROOT FLARE

4" SOIL SAUCERPLANTING SOIL

3 PINE STAKES 2" x 2" x 24"

EXISTING GRADE

REMOVE BURLAP & TIES FROM TOP

OF BALL ONLY

EXISTING SOIL

6"

AS

RE

QD

4"

60°

1'-6" 1'-0" NTS AS REQD 1'-0" NTS 1'-6"

RUBBER HOSE AT FIRST BRANCHING

TREE TRUNK

3 TURNBUCKLES& GUY WIRES

OUTLINE OF TREE PIT

TREE STAKE

TREE BALL

120°

A (20'-0") = CLEAR OPENING

A x 0.5 (REF MANUF)

COUNTERBALANCE LENGTH

B = POST SPACING (A/2 - 11")

PLAN VIEW

ELEVATION VIEW

NTS

NTS

5"

GA

TE

HE

IGH

T

PO

ST

HE

IGH

T

BARBED WIRE AND ARMS

ALL POST SHALL BE 4" OD, U.N.O.

1.04

4

1.04

4

1.04

6

1.04

5

3

1.04


GALVANIZED WITH BLACK VINYL-COATED

FINISH, PRIVACY SLATS & RAZORWIRE.

A X 1.5 (REF MANUF)

C = OVERALL WIDTH

GATE OPERATOR

4" O.D. POST

BOTTOM GUIDE BRACKET

UL 325 COMPLIANT WHEEL COVERS

GUIDE WHEEL

CATCHER

4" O.D. POST

COMPANION

SMOOTH LEADING EDGE (NO PROTRUSIONS PER ASTM F 2200)

4'-0"

MIN

(N

.T.S

)

5"

(NT

S)

4" O.D. POST

W4 TRUCK

TRACK

ASTM F 2200 COMPLIANT GAP

PROTECTORS

FABRIC

BARBED WIRE AND ARMS

BEARINGS

W4 TRUCK

HANGER BOLT

GUSSETS

HANGER BRACKET

SHEE

T N

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SCALE: 1/2" = 1'-0"14

GATE OPERATOR PLAN DTL

SCALE: 1/2" = 1'-0"15

PEDESTAL KEYPAD DETAIL

SCALE: 1/2" = 1'-0"16

EXTERIOR BOLLARD DETAIL

SCALE: 1/4" = 1'-0"8

SECURITY CHAIN LINK FENCE ELEVATION

SCALE: 1/2" = 1'-0"7

SECURITY CHAIN LINK GATE ELEVATION (DOUBLE)

SCALE: 1/2" = 1'-0"9

SECURITY CHAIN LINK GATE ELEVATION (SINGLE)

SCALE: 1/2" = 1'-0"13

SHRUB PLANTING DETAIL

SCALE: 1" = 1'-0"11

SITE SIGNAGE DETAIL

SCALE: 3" = 1'-0"1

SITE SIGNSSCALE: 1/2" = 1'-0"

10TREE PLANTING DETAIL

SCALE: 1/2" = 1'-0"12

TREE STAKING PLAN

SCALE: 1/4" = 1'-0"2

SLIDE CHAIN LINK GATE ELEVATION

SCALE: 1/4" = 1'-0"5

GATE - BOTTOM GUIDE

SCALE: 1/4" = 1'-0"4

GATE - CATCH ASSEMBLY

SCALE: 1/4" = 1'-0"3

GATE - ENLARGED SECTION

SCALE: 1/4" = 1'-0"6

GATE HANGER

...\188-262 GN.dgn 8/14/2020 11:24:50 AM

...\188-262 PAVING GRADING PLAN.dgn 8/14/2020 11:25:48 AM

3'-0"

4"

5"

3'-4"

4'-4"

1C

HEALTH SCIENCEA111

STORAGEA111A

MDFA113

JAN.A114

CNA CLASSROOMA110

ELECTRICALA112 COFF/BRK

A115

MEETINGA107

CORRIDORA100E

CORRIDORA100D

MED. ASSISTANTCLASSROOM

A109

MED. ASSISTANTHEALTHCARE

A108

STORAGEA108A

WOMENA106

MENA105

LOBBYA104C

VESTIBULEA100A

OFFICEA101

OFFICEA102

STORAGEA103A

MECHATRONICS, ELEC.HVAC CLASSROOM

A104

PC TECH CLASSROOMA103

BREAK ROOMA100C STORAGE

A104A

1A 1A

1B

1C

1D

1E1F1G

1S

1J

1K

1Q

1M

1J

1Q

1F

1N1N

1N

1M

1L

1B

8'-1"1T

1P

1R

1R

1Q

1B

1A

3'-0" 11'-5" 3'-0" 3'-4"

1V

1B

1W

1X

VESTIBULEA101

A101A

A113A

EVIDENCEA109

TRAININGA106


SHOPA112

CUBICLE OFFICESA103

VESTIBULEA104

A105A

A112A

A109A

A118A

A130A

EXISTING CANOPY ABOVE

REF.

A134A

A133A

D4

D4

D4

D4

D4

R14R14

ALIGN

ALIG

N

ALIGN

ALIG

N

ALIGN

D4

D4

D4

MECHANICAL/ELECTRICAL EQUIPMENT

14'-6"

12'-5"

10'-5"

6'-2" ±

6'-6"

±

4'-7"

3'-0"

5'-3"

A108

9'-2"

7'-8"

8'-0"

16'-3"

D4

D4

19'-3"

4'-0"

3'-0"6'-4" 3'-4"

A104D

REF.

ADMIN. ASSIST.A102

SOFT INTERVIEWA107

OFFICEA108

SEC. DOCS.A110

OFFICESA113

MENSA114

WOMENSA115

STORAGEA116

EXEC. ASSIST.A117

CORRIDORA118

MEETINGA119

COFF/BRKA120

ELECTRICALA121

CORRIDORA122

JAN.A123MDF

A124

STORAGEA125

TRAININGA126

OFFICEA127

P & W COORD.A128

ASST. DIR. HEALTHSERVICES

A130

MENTOR COORD. &GRANT DIR.

A132DIR. HEALTH SERVICES

A133

STORAGEA134

D4

D4

APPLY SECURITY/SAFETY FILM OVER EXISTING GLAZING UP TO FIRST TRANSOM WINDOW, APPLY TO INTERIOR AND EXTERIOR FACES

INSTALL NEW RECESSED KNOX BOX

INSTALL NEW KNOX BOX

NEW PRIVACY FILM ON EXISTING WINDOWS

F2 F2

H2

C2

H2

A106A

A107A

A108A

A110A

A112D

A112C

A112B

3'-0" 11'-5" 3'-0" 3'-4"

D~

5/8" GYP BD

SOUND BATT INSULATION

WD STUDS @ 16" OC, BRACED ABOVE CEILING DIAGONALLY @ 48" OC

(RIGHT NUMBER DENOTES STUD SIZE)'4' = 3 1/2" WD STUDS;'6' = 5 1/2" WD STUDS

DRYWALL / STUD WALL

5/8" GYP BD

WD STUDS @ 16" OC W/ BATT INSULATION WHERE SCHED

FLOORING AS SCHED

BASE AS SCHED

1/2

"

R~

1 HOUR (TO DECK)UL DESIGN NO. 314

(LEFT NUMBER DENOTES HOUR RATING, RIGHT NUMBER DENOTES STUD SIZE)'4' = 3 1/2" WD STUDS;'6' = 5 1/2" WD STUDS

5/8" TYPE 'X' GYP BD

SOUND BATT INSULATION

WD STUDS @ 16" OC, BRACED ABOVE CEILING DIAGONALLY @ 48" OC

SHEE

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08/15/20

SCALE: 1/8" = 1'-0"1

EXISTING/DEMOLITION PLAN

GENERAL NOTES - DEMO PLAN1. THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS

NOT SCHEDULED TO BE REMOVED, REPAIRED OR ADDED AGAINST ALL DAMAGE. REPAIR AND/OR REPLACE ALL MATERIALS DAMAGED DURING DEMOLITION TO A LIKE NEW CONDITION. ANY DAMAGE DONE SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT.

2. THE CONTRACTOR IS TO VISIT THE SITE OF PROPOSED CONSTRUCTION TO VERIFY EXISTING CONDITIONS AND IS TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR QUESTIONS PRIOR TO THE SUBMISSION OF BID.

3. THE CONTRACTOR IS TO COORDINATE STORAGE OF ALL REMOVED BUILDING COMPONENTS AND EQUIPMENT WITH THE OWNER.

4. ALL INFORMATION REGARDING EXISTING FIELD CONDITIONS, MATERIALS, METHODS OF CONSTRUCTION AND DIMENSIONS SHALL BE OBSERVED, NOTED, AND VERIFIED BY THE CONTRACTOR PRIOR TO ANY CONSTRUCTION OR FABRICATION.

5. WHEN REMOVING MECHANICAL, PLUMBING, AND/OR ELECTRICAL FIXTURES, THE ATTACHED UTILITY LINES ARE TO BE CAPPED BEHIND WALLS, CEILINGS AND/OR BELOW FINISH FLOOR IN A MANNER APPROVED BY THE GOVERNING BUILDING CODES AND LOCAL AUTHORITY. THE AFFECTED WALL/CEILNG/FLOORS ARE TO BE PATCHED AND REPAIRED IN A MANNER TO MATCH THE EXISTING ADJACENT SURFACES.

6. EXISTING ROOMS AND REMODELED EXISTING AREAS WHICH ARE SCHEDULED TO RECEIVE NEW FLOOR FINISHES WILL REQUIRE THE EXISTING FLOOR FINISH TO BE REMOVED PRIOR TO INSTALLING THE NEW FLOORING. THE CONTRACTOR IS TO FIELD VERIFY EACH ROOM PRIOR TO BID IN ORDER TO DETERMINE THE AMOUNT OF REMOVAL OF EXISTING FLOOR FINISHES AND FLOOR PREPARATION.

7. EXISTING ELECTRICAL/DATA/TELEPHONE OUTLETS AND ASSOCIATED WIRING THAT ARE UNCOVERED DURING THE DEMOLITION OF EXISTING WALLS ARE TO BE RELOCATED IN ADJACENT WALLS, UNLESS OTHERWISE NOTED. COORDINATE LOCATIONS WITH ARCHITECT.

8. SALVAGE ALL REMOVED SIGNS, BULLETIN BOARDS, AND MARKER BOARDS, LOCKERS, LIGHT FIXTURES AND EQUIPMENT AND RETURN PER OWNER'S DIRECTION.

9. PATCH ALL "EXISTING TO REMAIN" AREAS/ITEMS WITHIN AREAS OF DEMOLITION WITH FINISHES MATCHING THE ADJACENT FINISHES/CONSTRUCTION.IN ROOMS TO BE PREPARED FOR NEW PAINT FINISH CONTRACTOR TO REMOVE ALL SCREWS, NAILS, AND PATCH ALL EXISTING WALLS AS REQUIRED FOR A "LIKE NEW" SURFACE.

10. CONTRACTOR TO COORDINATE ALL UTILITY SHUT-OFFS, AS NEEDED, WITH OWNER TO PREVENT DISRUPTIONS OF ACTIVITIES BEFORE CONSTRUCTION BEGINS.

11. IF CONTRACTOR OBSERVES POTENTIAL ASBESTOS CONTAINING MATERIALS, THEN VERIFY WITH OWNER REGARDING POSSIBLE REMOVAL. ABATEMENT IS NOT PART OF THIS CONTRACT.

12. IN ALL DEMOLITION WORK CAP ANY AND ALL PLUMBING BELOW FLOOR, OR ABOVE NEW CEILING. PRESERVE PLUMBING THAT WILL BE REUSED IN NEW PLUMBING LAYOUT. TERMINATE ELECTRICAL TO THE NEAREST REMAINING JUNCTION BOX OR REUSE AS DIRECTED IN ELECTRICAL DRAWINGS-REFERENCE MEP FOR ADDITIONAL INFORMATION. REFERENCE STRUCTURAL FOR FLOOR RECESS INFILL, SEE ARCHITECTURAL DRAWINGS FOR NEW PLAN. ALL SLAB PENETRATIONS NOT SHOWN ARE TO BE INFILLED, REFERENCE STRUCTURAL DRAWINGS.

SCALE: 1/8" = 1'-0"2

NEW FLOOR PLAN

ROOM FINISH SCHEDULEROOM

NO. ROOM NAME BASE FLOOR WALLSCEILING

MAT'L NOTES

A101 VESTIBULE B1 F1 W1 - -

A102 ADMIN. ASSIST. B1 F1 W1 C1 -

A103 CUBICLE OFFICES B1 F1 W1 C1 -

A104 VESTIBULE B1 F2 W1 C1 -

A105 PROCESSING/INTERVIEW B1 F2 W1 C1 W/ BATT INSUALTION OVER DROP CEILING

A106 TRAINING B1 F4 W1 C1 W/ BATT INSUALTION OVER DROP CEILING

A107 SOFT INTERVIEW - - W1 - -

A108 OFFICE - - W1 - -

A109 EVIDENCE B1 - W1 C1 W/ BATT INSUALTION OVER DROP CEILING

A110 SEC. DOCS. - - W1 C1 W/ BATT INSUALTION OVER DROP CEILING

A112 SHOP B1 F4 W1 C1 W/ BATT INSUALTION OVER DROP CEILING

A113 OFFICES B1 F2 W1 C1 W/ BATT INSUALTION OVER DROP CEILING

A114 MENS - - W1 - -

A115 WOMENS - - W1 - -

A116 STORAGE - - W1 - -

A117 EXEC. ASSIST. B1 F4 W1 C1 W/ BATT INSUALTION OVER DROP CEILING

A118 CORRIDOR B1 - W1 - -

A119 MEETING - - W1 - -

A120 COFF/BRK - - W1 - -

A121 ELECTRICAL - - W1 - -

A122 CORRIDOR - - W1 - -

A123 JAN. - - W1 - -

A124 MDF - - W1 - -

A125 STORAGE - - W1 - -

A126 TRAINING B1 F4 W1 C1 W/ BATT INSUALTION OVER DROP CEILING

A127 OFFICE B1 F4 W1 C1 W/ BATT INSUALTION OVER DROP CEILING

A128 P & W COORD. B1 F3 W1 C1 W/ BATT INSUALTION OVER DROP CEILING

A130 ASST. DIR. HEALTH SERVICES B1 F3 W1 C1 W/ BATT INSUALTION OVER DROP CEILING

A132 MENTOR COORD. & GRANT DIR. B1 F2 W1 C1 W/ BATT INSUALTION OVER DROP CEILING

A133 DIR. HEALTH SERVICES B1 F2 W1 C1 W/ BATT INSUALTION OVER DROP CEILING

A134 STORAGE B1 F2 W1 C1 -

SCALE: 3" = 1'-0"3

WALL BASE (TYP)

DEMOLITION NOTES SCHEDULENUMBER NOTE

1 DEMOLITION WORK

1A REMOVE PORTION OF WALL TO INSTALL WINDOW AND REPAIR

1B EXISTING UPPER AND LOWER CASEWORK, REMOVE SECTION WHERE NEW WALL IS TO BE BUILT. ADD END CLOSURE PANEL TOCASEWORK. ADD FILLER PANEL AND REWORK MILLWORK AS NEEDED.

1C REMOVE PORTION OF WALL TO INSTALL DOOR AND REPAIR.

1D REMOVE EXISTING DOOR AND SALVAGE FOR REUSE. REFER TO DOOR SCHEDULE.

1E CUT AND CAP EXISTING PNUEMATIC LINES ABOVE THE CEILING. REFER TO MEP DRAWINGS

1F REMOVE EXISTING POWER DISCONNECT. REFER TO ELECTRICAL DRAWINGS.

1G REMOVE/RELOCATE EXISTING POWER AND DATA OUTLETS AS NECESSARY TO ACCOMMODATE NEW FURNITURE LAYOUT.REFER TO THE FF&E PLAN AND ELECTRICAL/TECHNOLOGY DRAWINGS.

1H RELOCATE EXISTING PROJECTOR, SCREEN AND CONTROL PANEL TO ROOM A126.

1J REMOVE EXISTING MARKER BOARD, COORDINATE WITH OWNER FOR RELOCATION.

1K REMOVE EXISTING TACK BOARD, COORDINATE WITH OWNER FOR RELOCATION

1L REMOVE EXISTING VINYL TILE FLOOR FINISH AND BASE. COORDINATE WITH OWNER FOR RELOCATION.

1M REMOVE AND INVENTORY EXISTING PROJECTOR AND CONTROL UNIT FOR REUSE.

1N EXISTING PROJECTOR AND CONTROL UNIT TO REMAIN.

1P EXISTING CARPET AND BASE TO BE REMOVED.

1Q EXISTING VCT TILE TO REMAIN, REMOVE BASE.

1R REMOVE EXISTING CEILING MOUNTED CURTAIN TRACK. RETURN TO OWNER

1S REMOVE AND STORE EXISTING FIRE EXTINGUISHER FOR REUSE.

1T REMOVE INTERIOR SIDE WALL ASSEMBLY. INSTALL NEW SOUND BATT INSULATION AND REPAIR OPENING

1V REMOVE EXISTING DIGITAL CLOCK AND SWITCH, PROVIDE TO OWNER.

1W REMOVE EXISTING WALL MOUNTED KNOX BOX. RETURN TO OWNER. CONTRACTOR TO SAW CUT OR HAMMER OUT EXISTINGBRICK AND REPLACE/TUCK POINT JOINTS AS NEEDED.

1X REMOVE EXISTING COUNTER TOP AND SUPPORTS.

NORTHNORTH

ROOM FINISH LEGENDGENERAL FINISH LEGEND NOTES:1. REF. 7.00 SERIES SHEETS FOR ADDITIONAL FINISH SCOPE INFORMATION.

BASEB1 - 4" RUBBER

WALLSW1 - PAINT

GENERAL NOTES - FLOOR PLAN1. DIMENSIONS ARE MEASURED FROM THE FOLLOWING:

A. FACE OF MASONRY.B. CENTER LINE OF COLUMN OR COORD. LINE BETWEEN COLUMNS.C. FACE OF STUD TO FACE OF STUD.

2. ALL DOORS ARE CAPABLE OF OPENING 180° UNLESS NOTED OTHERWISE (U.N.O.).3. FINISH FLOOR ELEVATIONS ARE 100'-0" U.N.O.4. ALL ANGLES ARE 0°, 45°, OR 90° U.N.O.5. DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE.6. FIELD VERIFY EXISTING CONDITIONS, NOTIFY ARCHITECT OF ANY DISCREPANCIES

PRIOR TO COMMENCEMENT OF THE WORK.7. PROVIDE CORNER GUARDS AT ALL OUTSIDE CORNERS IN CORRIDORS WITH

PAINTED GYP BD WALLS.

FLOORF1 - CARPETF2 - VCTF3 - SALVAGED CARPET TILE F4 - SALVAGED VCT TILE

CEILINGC1 - 2'X2' SUSP. ACOUSTICAL CEILING

W/ SOUND BATT ABOVE

CONTROL JOINT NOTES

1. INSTALL CONTROL JOINTS IN ALL GYP BD WALLS AT BOTH SIDES OF DOORS.

2. INSTALL CONTROL JOINTS IN ALLGYP BD WALLS AT BOTH SIDES OF WINDOW. (ABOVE AND BELOW)

3. INSTALL CONTROL JOINTS AT ALL WALL INTERSECTIONS, AND ALL FURR DOWN INTERSECTIONS.

5. OTHER LOCATIONS WHERE CONTROL JOINTS ARE REQ'D. THAT ARE NOT DESCRIBED ABOVE IN NOTES 1 THRU 4 ARE SHOWN ON THE PLAN WITH THIS SYMBOL.

(THIS SYMBOL IS NOT SHOWN ATALL REQ'D CONTROL JOINTS).

WALL TYPES BY SYMBOLWALL TYPES & GENERAL NOTES:1. REFER TO DETAILS, SECTIONS, REFLECTED CEILING PLANS & SCHEDULES

FOR FINISHES & ADDN INFO.2. REFER TO SPECIFICATIONS FOR MATERIAL GRADES, TYPES & OTHER INFO.3. REFER TO CODE ANALYSIS PLANS AND REFLECTED CEILING PLANS FOR RATED

WALL AND SOUND WALL LOCATIONS.4. REFER RCP FOR WALL EXTENTS.5. INSULATE AND SEAL SOUND WALL CONNECTIONS AND PENETRATIONS.

REFER TO PARTITION DETAILS FOR ADDITIONAL INFORMATION.6. SEAL RATED WALLS, CONNECTIONS & PENETRATIONS ACCORDING TO UL

ASSEMBLY. REFER TO PARTITION DETAILS FOR ADDITIONAL INFORMATION.

CJ

1st FLOOR100'-0"

3 111 8 9 10752 4 6

10"

4"

1'-0"

7'-4"

1'-0"

4"

1'-0"

4"

1'-0"

6'-0"

"MANOR ISD POLICE

DEPARTMENT" ACROVYN

COLOR LOGO.

5'-0"

3'-0"

CENTER WITH EXISTING SERVICE DESK

11'-0"

EXISTING TV TO REMAIN

SHEE

T N

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CLAY

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SCALE: 1/4" = 1'-0"1

SOUTH ELEVATION

APPLY SECURITY/SAFETY FILM OVER

EXISTING GLAZING UP TO FIRST

TRANSOM WINDOW, APPLY TO

INTERIOR AND EXTERIOR FACESEXISTING SECURITY

CAMERAS TO REMAIN,

EXISTING SECURITY

CAMERAS TO REMAIN

EXISTING ROOF TO

REMAIN

EXISTING MASONRY

TO REMAIN

INSTALL NEW

RECESSED KNOX BOX

EXISTING MASONRY

TO REMAIN

EXISTING STUCCO

TO REMAIN

EXISTING CARD READER TO REMAIN.

GC TO VERIFY OPERABILITY

SCALE: 1/2" = 1'-0"2

ADMINISTRATIVE ASSISTANT GRAPHIC

NEW "MISD HUMAN SERVICES AND

WELLNESS PROGRAM" SIGNAGE

STUD MOUNTED. CAST ALUMINUM

LETTERS OT MATCH EXISTING

14B

NEW "POLICE STATION" SIGNAGE

STUD MOUNTED. CAST ALUMINUM

LETTERS OT MATCH EXISTING

14B

EXISTING "MANOR ISD"

SIGNANGE TO REMAINAPPLY SECURITY/SAFETY FILM OVER

EXISTING GLAZING UP TO FIRST

TRANSOM WINDOW, APPLY TO

INTERIOR AND EXTERIOR FACES

AS SCHED.

FLUSH

AS

SC

HE

D.

AS

SC

HE

D.

2" 2" AS SCHED. 2"

AS SCHED.

2"

2"

AS

SC

HE

D.

2'-6"

2"

3'-8"

2"

3'-4"

2" 2"

2'-10"

BLINDSBLINDS

A2

3'-4"

2"

VA

RIE

S2"

C2 F2

2"

AS SCHED. 2"

45 MIN. RATED WINDOW ASSEMBLY

2"

3'-8"

2"

3'-4"

2" 2"

2'-10"

BLINDS

H2

1'-6"LATCH SIDE OF DOOR

ROOM SIGN - PROVIDE BACKER PANEL WHEN LOCATED ON GLASS (SAME COLOR AS FACE) WHEN NOT LOCATED ON GLASS INSTALL ONE FASTNER AT EACH CORNER OF SIGN.

PROVIDE ONE TACTILE INTERIOR ROOM SIGN AT EACH FIRE ALARMPULL STATION INDICATING "EXIT". CENTER SIGN ON PULL STATION @60" A.F.F. WITH 4" CLEAR SPACE AROUND ALL PERIMETERS OF THE SIGN

48"

MIN

. A

.F.F

. T

O B

AS

ELIN

EO

F L

OW

ES

T T

AC

TIL

E C

HA

RA

CT

ER

ROOM SIGN TEXT

CL

60"

MA

X. A

.F.F

. T

O B

AS

ELIN

EO

F H

IGH

ES

T T

AC

TIL

E C

HA

RA

CT

ER

CLEAR FLOOR SPACE OF 18"x18", CENTERED ON SIGN

BATT INSULATIONWHERE SCHED.

HM FRAME W/ WD STUD ANCHORS

SEALANT - CONT ALL SIDES DOOR AS SCHED. TO SWING 180°

1/2

"F

INIS

HE

DW

ALL T

HIC

KN

ES

S1/2

"

2"

NOTE: REF. WALL TYPES FOR FINISH WALL THICKNESS.

2X WD. STUD &2X CRIPPLE STUD

5/8" GYP BD (U.N.O.)

DOOR AS SCHED.


2"

1/2"

FINISHEDWALL THICKNESS 1/2"

HM FRAME

METAL STUDS @ 16" O.C.

BATT INSULATION WHERE SCHED.

2 - 2X_ WD. HEADERW/ 1/2" PLYWD. BLK'G.

GLAZINGAPPLIED HM STOP (TYP)

PROVIDE WALL BRACING UNDER WINDOW WHERE REQ'D.

HM FRAME

PLU

S 1

"

WA

LL T

HK

2"DOOR AS SCHED.

TO SWING 180°

BATT INSULATIONWHERE SCHED.

HM FRAME W/ ANCHORS

SEALANT - CONT ALL SIDES GLAZING


1/2

"F

INIS

HE

DW

ALL T

HIC

KN

ES

S1/2

"

2"

HM FRAME W/ WD STUD ANCHORS2X WD. STUD &

2X CRIPPLE STUD

HM FRAME

STUDS @ 16" O.C.

GLAZING

5/8" GYP BD

HM FRAME / MULLION BEYOND


1/2"


2"


HM FRAME

METAL STUDS @ 16" O.C.

5/8" GYP BD (U.N.O.)

GLAZING



2"

1/2"


2 - 2X_ WD. HEADERW/ 1/2" PLYWD. BLK'G.

PLU

S 1

"

WA

LL T

HIC

KN

ES

S

2"

PROVIDE WALL BRACING UNDER WINDOW WHERE REQ'D.

HM FRAME

GLAZINGAPPLIED HM STOP (TYP) GLAZING

HM FRAME AS SCHED.

WALL AS SCHED.

GLAZING

MINI BLINDS -ATTACH TO HM FRAME

INT HM WINDOW HEAD - STUD WALL

ROOM SIDE

THICKNESS

FINISHED WALL

NOTE:MOUNT 48" TO TOP OF HANDLE.

16" O.C. (INSUL AS REQ'D.)

DOUBLE STUDS AROUND CAB

WOOD STUDS @

CONTINUOUS SEALANT BEAD

FINISH & WALL TYPE AS SCHED.

6" RECESSED FIRE EXTINGUISHER CABINET

5/8" GYP BD BOTH SIDES (TWO LAYERS AS REQ'D.)

HOLD STUDS AND GYP BD APART 1/8" W/ SPACERS

WHILE WALL IS BUILT -THEN REMOVE SPACERS.

CERAMIC TILE OVER BACKER BOARD

BED AND FLOAT FIN. LINE

METAL "L" JOINT TRIM

SEALANT FLUSH W/ FIN. WALL

GYP BD ONWD STUDS1/8"

1/8" WIDE SEALANT JOINT -COLOR TO MATCH GROUT (DO NOT GROUT JOINT.)

2X WD. STUDS

1/8" WIDE SEALANT JOINT -COLOR TO MATCH GROUT (DO NOT GROUT JOINT.)

HM DOOR / WINDOW FRAME ABOVE / BELOW

METAL "L JOINT TRIM



NOTE: PROVIDE SEALANT AND / OR SAFING TO MAINTAIN RATING OF WALL OR MATERIAL NEEDED FOR SOUND TRANSMISSION AS PER STC RATINGS.

NOTE:SAME DETAIL TO OCCUR ABOVE & BELOWWINDOW FRAMES.

1/8"

GYP BD ON MTL STUDS

CERAMIC TILE OVER BACKER BOARD

BED AND FLOAT FIN. LINE

2X WD. STUD &2X CRIPPLE STUD

BED AND FLOATFINISH LINE

SEALANT FLUSH W/ FINISHED WALL

METAL EDGE TRIM (BACK TO BACK)

GYP BD ON WD STUDS

STUDS

1/8"



4" U.N.O.

Y

DO X

Z DO X

Y

WALL OR CABINET LINE WHERE OCCURS

APPROACH X = 18" MINY = 60" MIN

REQD CLEARANCE

AP

PR

OA

CH

X =

24"

MIN

Y =

48"

MIN

OR

54"

MIN

IF

D

OO

R

HA

S

CLO

SE

R

AP

PR

OA

CH

X =

24"

MIN

Y =

42"

MIN

OR

48"

MIN

IF

D

OO

R

HA

S

CLO

SE

R

REQD CLEARANCE

PULL SIDE

PUSH SIDE

LATCH SIDEHINGE SIDE

DOOR

AP

PR

OA

CH

X =

36"

MIN

Y =

60"

MIN

OR

X =

42"

MIN

Y =

54"

MIN

APPROACH

AP

PR

OA

CH

X =

0Y

= 4

2"

MIN

OR

48"

MIN

IF

DO

OR

HA

S

BO

TH

LA

TC

H &

CLO

SE

RZ

= 2

2"

MIN

X = 0" OR 12" MIN IF DOOR HAS BOTH LATCH & CLOSER

Y = 48" MIN

NOTE: OPENING MUST BE AT LEAST 32" CLEAR BETWEEN THE STOP AND THE DOOR LEAF WHEN THE DOOR IS OPEN TO 90°.

SHEE

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08/15/20

SCALE: 1/2" = 1'-0"

DOOR TYPES

SCALE: 1/4" = 1'-0"

HM FRAME TYPES

GENERAL NOTES - DOOR SCHEDULE* SEE HARDWARE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

1. FINISH TO BE AS SCHEDULED OR AS SELECTED BY ARCHITECT.

2. AT OVERHEAD COILING/COUNTER DOORS, ALLOW FOR ADDITIONAL SLATS BEYOND FINISH OPENING HEIGHT TO BOTTOM OF DOOR HOUSING.

3. VERIFY ELECTRIC MOTOR LOCATIONS WITH OWNER.

GLAZING SCHEDULEEXTERIOR

REFER TO EXT. ELEVATIONS

INTERIORTEMPERED GLASS(ALL INTERIOR DOORS AND WINDOWS)

GENERAL NOTES1. ALL HOLLOW METAL FRAMES TO BE PAINTED.

2. ALL INTERIOR & EXTERIOR DOORS TO HAVE ROOM SIGNAGE.

3. DIMENSIONS SHOWN ON THIS SCHEDULE ARE APPROXIMATE. FINAL DIMENSIONS ARE TO BE MEASURED AT JOB SITE.

4. PROVIDE HORIZONTAL LOUVER BLINDS AT ALL WINDOWS. INSTALL BLINDS FLUSH WITH AND BETWEEN WINDOW FRAMES WHERE POSSIBLE.

SCALE: 1/2" = 1'-0"1

DOOR SIGNAGE DETAIL

DOOR SCHEDULEDOOR

NO.ROOM NAME

DOOR FRAMETYPE

FIRERATING

NOTESSIZE TYPE MATERIAL

A101A VESTIBULE PR 36 x 84 ALUM PANEL ALUM -

A104D CUBICLE OFFICES 36 x 84 FLUSH WOOD A2

A105A BREAK ROOM 36 x 84 FLUSH WOOD A2

A106A TRAINING 36 x 84 EXISTING EXISTING -

A107A ADMIN. ASSIST. 36 x 84 EXISTING EXISTING -

A108 OFFICE 30 x 84 FLUSH WOOD A2

A108A ADMIN. ASSIST. 36 x 84 EXISTING EXISTING -

A109A EVIDENCE 36 x 84 FLUSH WOOD A2

A110A SEC. DOCS. 36 x 84 EXISTING EXISTING -

A112A TRAINING 36 x 84 FLUSH WOOD A2

A112B SHOP PR 30 x 84 EXISTING EXISTING -

A112C SHOP PR 30 x 84 EXISTING EXISTING -

A112D SHOP PR 30 x 84 EXISTING EXISTING -

A113A OFFICES 36 x 84 FLUSH WOOD A2

A118A CORRIDOR 36 x 84 FLUSH WOOD A2 20 MIN.

A130A P & W COORD. 36 x 84 FLUSH WOOD L2

A133A EXEC. ASSIST. 36 x 84 FLUSH WOOD A2

A134A STORAGE 36 x 84 FLUSH WOOD A2

SCALE: 3" = 1'-0"3

HM DOOR JAMB @ STUD - INT

SCALE: 3" = 1'-0"4

HM DOOR HEAD @ STUD - INT

SCALE: 3" = 1'-0"5

HM DOOR JAMB @ SIDELITE - INT

SCALE: 3" = 1'-0"8

HM WINDOW JAMB @ STUD - INT

SCALE: 3" = 1'-0"9

HM WINDOW SILL @ STUD - INT

SCALE: 3" = 1'-0"10

HM WINDOW HEAD @ STUD - INT

SCALE: 3" = 1'-0"6

HM VERT MULLION - INT

SCALE: 3" = 1'-0"7

BLINDS DETAIL @ HM FRAMESCALE: 1 1/2" = 1'-0"

11FIRE EXTINGUISHER CABINET

SCALE: 6" = 1'-0"13

CONTROL JOINT DETAIL (TYP)

SCALE: 6" = 1'-0"12

CONTROL JOINT DETAIL @ OPENING

SCALE: 12" = 1'-0"14

INT WALL CONTROL JOINT DETAIL

SCALE: 1/2" = 1'-0"2

DOOR CLEARANCES

VESTIBULE

1 HR 1 HR 1 HR

1 HR 1 HR 1 HR

1 H

R1

HR

1 H

R

SUSPENDED ACOUSTICAL CEILING 2' X 2' GRID

GYP BD CEILING

EXISTING AREAS

REFLECTED CEILING PLAN LEGEND

WALL ASSEMBLY BUILT TO DECK

1 HOUR FIRE RATED UL #314(BUILT TO DECK)

6'-6"

+/-

5A

5B

5B

5C

5F

5F

5A

5A

5A

5A

5A

5A

5B

5B

5B

5B

5B

5B

5B

5B

5B

5B

5C

5C

6'-2" ±

5E

5F

5C

MED. ASSISTANT

CLASSROOM

A109

CORRIDORA100D

MEETINGA107

ELECTRICALA112

COFF/BRKA115

WOMENA106

MENA105

MDFA113

STORAGEA111A

JAN.A114

CNA CLASSROOMA110

HEALTH SCIENCEA111

MED. ASSISTANT

HEALTHCARE

A108

STORAGEA108A

LOBBYA104C

OFFICEA101

OFFICEA102

PC TECH CLASSROOMA103

MECHATRONICS, ELEC.

HVAC CLASSROOM

A104

BREAK ROOMA100C

VESTIBULEA100A

STORAGEA103A

5C

5A

5C

5C

18'-2"

+/-

4'-0" +/-

6'-2" +/-

10'-8" +/-

10'-10"

+/-

12'-9 1/2" ± 4'-0"

6C

6A

6A

6B

6C

6C

6D

6E

6F

6C

6C

6A

6G

JAN.A123

MDFA124

STORAGEA125

ELECTRICALA121

COFF/BRKA120

MEETINGA119

WOMENSA115

MENSA114

TRAININGA126

OFFICEA127

P & W COORD.A128

MENTOR COORD. &

GRANT DIR.

A132

EXEC. ASSIST.A117

DIR. HEALTH SERVICESA133

STORAGEA116

VESTIBULEA101

ADMIN. ASSIST.A102

OFFICEA108

SOFT INTERVIEWA107

SEC. DOCS.A110

EVIDENCEA109

OFFICESA113

TRAININGA106

STORAGEA134

SHOPA112

CUBICLE OFFICESA103

CORRIDORA118


5

6.00

STUD WALLREF WALL TYPES

CLG AS SCHED

2X4 PURLINNS

2X4 STRUT BRACING @" 48" O.C.

EXIST. CLG. JOIST / TRUSSES

NEW BATT INSULATION AS SCHED.


STUD WALLREF WALL TYPES

CLG AS SCHED

2X4 PURLINNS

2X4 STRUT BRACING @" 48" O.C.

EXIST. CLG. JOIST / TRUSSES

CLG AS SCHEDNEW BATT INSULATION AS SCHED.


SUSPENDEDACOUSTICAL LAY-INCEILING SYSTEM.

NEW COMPASSO TRIM , MATCH EXISTING HEIGHT

EXISTING

MATCH

EXISTING

MATCH

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DAT

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.202

0

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ION

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SUE:

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08/15/20

SCALE: 1/8" = 1'-0"1

RCP DEMOLITIONSCALE: 1/8" = 1'-0"

2NEW RCP

REFLECTED CEILING PLAN NOTES SCHEDULENUMBER NOTE

5 CEILING DEMOLITION

5A REMOVE EXISTING LAY-IN CEILINGS AND SUSPENSION SYSTEM TO THE EXTENTS SHOWN. FIELD VERIFY ALL CEILING DIMENSIONS AND REMOVE TO THE NEAREST WHOLE TILE TO ACCOMODATE NEW PARTITIONS.

5B EXISTING CEILING TO REMAIN. CEILING TO BE PROTECTED AND BRACED DURING DEMOLITION. CONTRACTOR TO REPAIR ANY DAMAGED AREAS TO LIKE NEW CONDITION AS WELL AS REPLACE ALL STAINED CEILING TILES TO MATCH EXIST.

5C RELOCATE EXISTING LIGHTING FIXTURE.

5D SALVAGE EXISTING LIGHTING FIXTURES FOR RE-USE. COORDINATE W/OWNER FOR RE-USE OR STORAGE.

5E DEMOLISH EXISTING GYP BD CEILING TO THE EXTENTS SHOWN.

5F SALVAGE LIGHT FOR RELOCATION.

5G SALVAGE PENDANT LIGHT FOR RE-USE.

6 CEILING WORK

6A RELOCATED LIGHTING FIXTURE. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION.

6B INSTALL SALVAGED 2' X 4' LIGHTING FIXTURE. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORATION.

6C INSTALL NEW CEILING TILES TO MATCH EXISTING IN KIND. MODYF TEGULAR SUSPENDED CEILING IN A103 AS SHOWN ON PLANS W/ NEW PERIMETER TRIM.

6D INSTALL SALVAGED LIGHT. CENTER IN ROOM. GC TO VERIFY HEIGHT DOES NOT INTERFERE W/DOOR SWING.

6E INFILL CEILING W/NEW GYP BD. TAPE AND MUD. PAINT TO MATCH EXISTING.

6F RE-INSTALL EXISTING SALVAGED PEMNDANT LIGHT FIXTURE.

6G INSTALL SUPPLY LOUVER. REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION.

6H INSTALL EXHAUST FAN. REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION.

SCALE: 1/2" = 1'-0"3

WALL TO BOTTOM OF FRAMINGSCALE: 1/2" = 1'-0"

4WALL TO BOTTOM OF DECK

SCALE: 1 1/2" = 1'-0"5

ACOUSTICAL CLG W/ COMPASSO TRIM

RE

F.

REF.

TRAININGA106

EXISTING CANOPY ABOVE

7.30 5

7.30

9

VESTIBULEA101

EVIDENCEA109

SHOPA112

CUBICLE OFFICESA103

VESTIBULEA104

ADMIN. ASSIST.A102

SOFT INTERVIEWA107

OFFICEA108

SEC. DOCS.A110

OFFICESA113

MENSA114

WOMENSA115

STORAGEA116

EXEC. ASSIST.A117

CORRIDORA118

MEETINGA119

COFF/BRKA120

ELECTRICALA121

CORRIDORA122

JAN.A123

MDFA124

STORAGEA125

TRAININGA126

P & W COORD.A128

ASST. DIR. HEALTH

SERVICES

A130

MENTOR COORD. &

GRANT DIR.

A132

DIR. HEALTH SERVICESA133

STORAGEA134


3B 3E

3C

3G

3B

3B3F

12B

2M3B

10A

3D 3D

10A

3F

3H

3K

3M

10B

3J

3L

3K

3J

10B

10A

3N

11A

11A

11B

11B

3A

12A

1B

1B

2B 2B

2B

2B2B

OFFICEA127

2E

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0

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ION

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SUE:

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08/15/20

SCALE: 1/8" = 1'-0"1

FLOOR PLAN - FIXTURE AND FINISH PLAN NORTH

FIXTURE SCHEDULE

TAG # DESCRIPTIONWIDTH x HEIGHT x

DEPTH MFG - MODEL # REMARKS

2 - CABINETS & MILLWORK

2E METAL SHELVING 110"Wx12"D 2 REF DTL 12/7.30

2M ADMIN MAIL SLOTS 72"Wx72"Hx14"D - REF DTL 9,10/7.30

3 - VISUAL BOARDS

3A 2' TACK BOARD 24"W x 24"H - --

3B 8' MARKER BOARD 96"W x 48"H - --

3C 12' MARKER BOARD 144"W x 48"H - --

3D 16' MARKER BOARD 192"W x 48"H - --

3E EXISTING 8' TACK BOARD -- - EXISTING TO REMAIN

3F EXISTING 8' MARKER BOARD -- - EXISTING TO REMAIN

3G EXISTING 12' MARKER BOARD -- - EXISTING TO REMAIN

3H FLAT SCREEN - 40" -- -- OFCI

3J FLAT SCREEN - 27" -- -- OFCI

3K FLAT SCREEN - 60" -- -- OFCI

3L EXISTING FLAT SCREEN - 40" -- -- EXISTING TO REMAIN

3M EXIST FLAT SCREEN - 60" -- -- EXISTING TO REMAIN

3N EXISTING FLAT SCREEN - 27" -- -- EXISTING TO REMAIN

10 - MISCELLANEOUS

10A FIRE EXTINGUISHER CABINET -- REF DTL 11/5.60

10B REFRIGERATOR -- -- OFCI

10N PRIVACY CURTAIN & TRACK - - --

11 - PROJECTORS & SCREENS

11A EXISTING VIDEO PROJECTOR AND MOUNT - - EXISTING TO REMAIN

11B VIDEO PROJECTOR AND MOUNT - - OFCI

12 - LOCKERS

12A SENTINEL EVIDENCE LOCKER 36"W X 82"H X 24"D #04AA-NPT --

12B LOCKERS (DBL TIERED) 12"Wx18"Dx36"H -- --

GENERAL NOTES - COLOR SCHEDULE1. THE GENERAL CONTRACTOR IS TO SUBMIT ALL MATERIALS, SAMPLES AND

DRAWINGS IN ACCORDANCE WITH THE SPECIFICATIONS PRIOR TO INSTALLATION.2. ALL CAULK AND SEALANTS ARE TO MATCH THE SURFACE ON WHICH THEY OCCUR. 3. REFER TO SECTION 09 91 00 FOR PAINTING REQUIREMENTS. 4. PAINT ALL AIR REGISTERS OR GRILLS THE COLOR OF THE SURFACE ON WHICH

THEY OCCUR. 5. ALL HANDRAILS AND EXPOSED STEEL SHAPES ARE TO PAINTED PER TNEMEC

SPECIFICATIONS. 6. ALL UNDESIGNATED WALLS ARE TO BE PAINTED MARK '8A'.7. PAINT ALL EXPOSED EXTERIOR GAS PIPING TO MATCH ADJACENT FINISHES,

WHEN EXPOSED TO VIEW.8. PAINT ALL EXPOSED INTERIOR GAS PIPING '8B'.9. PAINT ALL EXPOSED INTERIOR WATER PIPING '8B'.10. PAINT ALL EXPOSED POWER CONDUIT THE COLOR OF THE SURFACE ON WHICH

THEY OCCUR.11. ALL PLASTIC LAMINATE COUNTER TOPS & BACKSPLASHES TO '15B'.12. ALL WOOD DOORS TO BE [P-LAM / STAINED WOOD] '15A'.13. PROVIDE SOUND BATTS ABOVE ALL CEILING TILE OVER ALL AREAS.14. ALL BOLLARDS ARE TO BE 'SAFETY YELLOW'.15. ALL INTERIOR AND EXTERIOR HOLLOW METAL FRAMES ARE TO BE MARK '8A'.16. VERIFY ALL GRAPHICS AND SIGNAGE WITH ARCHITECT BEFORE INSTALLATION

AND PAINTING.17. UTILIZE TILE GROUT '5A' AT ALL WALL SURFACES UNLESS NOTED OTHERWISE.18. CAULK THE PERIMETER OF ALL HOLLOW METAL DOORS AND FRAMES, LOCATED

WITHIN INTERIOR MASONRY WALLS.19. ALL INTERIOR AND EXTERIOR EXPOSED STEEL SHAPES ARE TO BE MARK 8B'

(U.N.O.).20. ALL INTERIOR AND EXTERIOR HANDRAILS ARE TO BE MARK '8B' (U.N.O.).

1A

1A

1A

2A

2A

2A

2A

2A

2A

COLOR SCHEDULECOLOR

NUMBER MATERIAL MANUFACTURER TYPE COLOR REMARKS

FLOOR

1A CARPET PATCRAFT CUBE & COLOR STAR ANISE - 24 X 24 BRICKPATTERN

XP BACKING SYSTEM

1B CARPET -- -- -- SALVAGED EXISTING CARPET TILE

2A VCT ARMSTRONG IMPERIAL TEXTURE STANDARDEXCELON

#51932 LUNAR BLUE USE 5A GROUT

2B VCT -- -- -- SALVAGED EXISTING VCT TILE

5A GROUT ---- ---- CHARCOAL GREY SEE GEN. COLOR NOTES

WALLS

8A PAINT SHERWIN WILLIAMS -- SW 9150 ENDLESS SEA DOOR FRAMES

8B PAINT SHERWIN WILLIAMS -- SW 9144 MOONMIST

BASE

10A RUBBER ROPPE COVE BASE # 40 FAWN USE INTERIOR & EXTERIOR CORNERS

MISC

14A GRAPHIC BANNER ACROVYN BY DESIGN WALL COVERING BLUE/RED W/SILVER LETTERING REFER TO MEDALLION ELEVATION ON 2/5.20

14B CAST ALUMINUM LETTERS GEMINI, INC. TWENTIETH CENTURY FONT 1'-0" -- MATCH EXISTING LETTERING

15A P. LAM WILSONART PREMIUM 7935K-07 SHAKER SHERRY BASE - CASEWORK

15B P. LAM WILSONART STANDARD LAMINATE 4876-38 SHEER MESH TOP - CASEWORK

BASE CABINET - DOUBLE DOORS

& DRAWERS

UPPER CABINET -DOUBLE DOORS

REF ELEV

REF ELEV

CO

UN

TE

R H

EIG

HT

RE

F E

LE

V

7.30

1

REF. CASEWORK ELEVATIONS & CASEWORK DETAILS FOR ADDITIONAL INFORMATION.

7.30

3

7.30

2

ELEVATION SECTION

TIMBERLINE CB-256 SERIES DOUBLE DOOR LOCK

TIMBERLINESP-257BRACKET

TIMBERLINESP-185 BRACKET

WIRE PULL HANDLES (TYP)

NOTE: DIMENSIONS ARE APPROXIMATE. VERIFY HARDWARE AND MOUNTINGWITH TIMBERLINE.

NOTE: PROVIDE CABINET LOCK FOR EACH CABINET (TYP).

(96 m

m)

3 3

/4"

4"

2"

1/8" GAP

2"

1/8" GAP 1"

3/4

"1 7

/8"

2 5

/8"


11/16" OFFSET

1 7

/8"

3/4

"

SP-185 STRIKE PLATE

2 5

/8"

WIRE PULL HANDLES (TYP)


(96 m

m)

3 3

/4"

4"

2"

1/8" GAP

2"

1 7

/8"

3/4

"

1/8" GAP 1" 11/16" OFFSET

3/4

"1 7

/8"

ELEVATION SECTION

NOTE: DIMENSIONS AREAPPROXIMATE. VERIFYHARDWARE AND MOUNTINGWITH TIMBERLINE.


TIMBERLINE SP-185 STRIKE PLATE


TIMBERLINE SP-257 BRACKET


2 5

/8"

2 5

/8"

SP-185 STRIKE PLATE

TIMBERLINE CB-280SERIES SINGLE LOCK

3 3/4" (96 mm) WIRE PULL HANDLES (TYPICAL)- CENTERED ON DRAWERS LESS THAN 8" HIGH AND4" FROM TOP ON DRAWERS GREATER THAN 8" HIGH.


1"

1/2

"G

AP

1/4

"

1"

1/2

"1/4

" G

AP

9/32" SETBACK

13/1

6"

3/8

" T

HR

OW

ELEVATION SECTION




1 3

/4"

1 3

/4"

SP

-185 S

TR

IKE

PLA

TE


4"

(96 m

m)

3 3

/4"

ELEVATION PLAN

WIRE PULL HANDLE (TYP)

1/4" GAP

2"

1/4" GAP

1 3/4"

FIXED 3/4" CABINET DIVIDER BEYOND

TIMBERLINE CB-290 SERIES SINGLE LOCK

3/4

"1 7

/8"

TIMBERLINESP-185 STRIKE PLATE



2 5

/8"

3/4" 3/4" 1 1/8"

1/4" GAP

1 3/4"

9/3

2"

SE

TB

AC

K

3/4" 3/4" 1 1/8"

THROW3/8"

13/16"

2'-6"

1'-4"

4"

2'-10"

FILLER 2'-6" 2'-6" 2'-6"

FILLER 2'-6" 2'-6" 2'-6"

6

7.30

7

7.30

REF. BY DISTRICT

7'-7"

BASE AS SCHED.

P.LAM COVERED CABINET DOOR

P.LAM COVERED FILLER PANEL AS NEEDED

P.LAM COVERED COUNTER TOP

BACKSPLASH


P.LAM COVERED CABINET DOORS

15A

15A

15A

15A

15B

10A

WATER LINE TO BE INSTALLED W/ RECESSED BOX UNIT.

PLAM COVERED

BOT, SIDES AND BACK

PLAM COVERED - REF

SPECS

SURFACES TO BE

NOTE: ALL EXPOSED

SPLASH, TOP AND EDGEPLAM COVERED

PLAM COVEREDDOOR AND DRAWER FRONT

W/ PVC EDGES

PLAM COVERED

W/ PVC EDGES

ADJUSTABLE SHELF

DRAWER - REF SPECS

BASE AS SPEC

2'-0"

1 1

/4"

3/8

"6"

1/8

"

3 1

/2"

3" 4"

3/8

"

RE

F E

LE

V4"

SOLID DOOR AS SPECIFIED

BOTTOM AS SPECIFIED

SIDES AS SPECIFIED

BACK AS SPECIFIED

BRACKETS AS SPECHOLES FOR SHELF

ATTACH CABINETS TOWALLS AS SPECIFIED

TOP AS SPECIFIED

ADJUSTABLE SHELVES ASSPECIFIED - QUANTITY AS SCHED

WHERE NOTEDGYP BD FURR DOWN

HT AFF PER CAB MFGR2x6 BLKG IN WALL

RE

F E

LE

VA

TIO

NR

EF

ELE

V

1'-1"

10

7.30

1"

V.I.F. EXIST WALL DIMENSION

6'-0" ±1" FILLER

35 SLOT MAILBOX UNIT

RE

F S

EC

TIO

N

6'-2" ±

BASE AS SCHED.

P.LAM COVERED CABINET DOOR


15A

15A

10A

P-LAM COVERED BOT, SIDES, PARTITIONS SHELVES AND BACK W/ PVC EDGES

15A

NOTE: ALL EXPOSEDSURFACES TO BEP-LAM COVERED.

GROUND

P-LAM COVERED DOOR FRONTW/ PVC EDGES

ADJUSTABLE SHELF W/ PVC EDGES

GROUND

BASE AS SCHED.

FIXED SHELVESAND PARTITIONS

P-LAM COVERED BOT, SIDES, PARTITIONS SHELVES AND BACK W/ PVC EDGES

2'-10"

8 E

Q S

PA

CE

S =

3'-0"

1 1

/4"

1/4

"2'-4 1

/2"

4"

1'-1"

3"

5'-10"

1'-2"

1'-0 3

/4"

7'-0"

PROVIDE SHELVING, WHERE OCCURS -REF. ELEVATIONS

2'-1"

2'-0"

5'-1"

TILE BASE AT TILE FLOOR -RUBBER BASE AT VCT FLOOR

LOCKERS (SHOWN DASHED)

2x BLOCKING CONT - RECESS 3/4" (PAINT FLAT BLACK)

2x BLOCKING WOOD BLOCKING

CONT. ZEE BASE AND INTERMEDIATE SUPPORTS

REF SCHED

4"

RE

F S

CH

ED

.

3/4

"

5'-0"

AF

F

P-LAM COVERED 1" THICK SHELF- SCREW TO BRACKETS

12" METAL SHELF BRACKET @ 32" O.C.

WALL AS SCHED.

CONTINUOUS 2x4 WOOD BLOCKING

1'-0"

SHEE

T N

O.

CLAY

COM

B AS

SOCI

ATES

, ARC

HITE

CTS

* 511

3 SO

UTHW

EST

PKW

Y * S

UITE

100

AUST

IN, T

EXAS

787

35 *

WW

W.C

LAYC

OM

B.NE

T

7.30

Man

or, T

exas

MAN

OR

IND

EPEN

DAN

TSC

HO

OL

DIS

TRIC

T

MAN

OR

ISD

JOB

NO

. 220

15

DAT

E: 0

8.15

.202

0

POLI

CE

STAT

ION

REN

OVA

TIO

NIS

SUE:

BID

ISSU

E

08/15/20

SCALE: 3/4" = 1'-0"11

CABINET LOCK ELEVATIONS

SCALE: 6" = 1'-0"3

CABINET LOCK @ UPPER CABINET WITHOUT CENTER DIVIDER

SCALE: 6" = 1'-0"2

CABINET LOCK @ BASE CABINET WITHOUT CENTER DIVIDER

SCALE: 6" = 1'-0"1

CABINET LOCK @ DRAWER

SCALE: 6" = 1'-0"4

CABINET LOCK @ SINGLE DOOR UPPER CABINET

SCALE: 1/2" = 1'-0"5

CASEWORK ELEVATION TRAINING A106

SCALE: 1 1/2" = 1'-0"6

BASE CAB - 1 DRAWER AND DOOR

SCALE: 1 1/2" = 1'-0"7

WALL CAB WITH SOLID DOORS

SCALE: 1/2" = 1'-0"9

BUILT-IN MAILBOX UNIT

SCALE: 1 1/2" = 1'-0"10

MAILBOX SECTION - TEACHERS WRK

SCALE: 1 1/2" = 1'-0"8

LOCKER DETAIL

SCALE: 1 1/2" = 1'-0"12

SHELF DETAIL

J

JJ

S4-SS4-S

S1

IV III

S4

S4

S4S4

2

1

3

2

HAR-7

HAR-7HAR-7

HAR-7HAR-7

HAR-7HAR-7

S3HAR-7

44

REFER TO PLANS FORQUANTITY AND TYPE OFLUMINAIRES LAND POLES

SCHEDULE 40 PVC

REFERENCE STRUCTURALDRAWINGS FOR BASEINFORMATION

NOTE:

PROVIDE A 30" SETBACKBETWEEN THE CONCRETEFOUNDATION PERIMETERAND THE ADJACENT CURBOR ROADWAY

HANDHOLE

BASE COVER

1" CHAMFER

#6 BARE COPPERGROUND WIRE

3/4" ∅ X 10'-0" LONGCOPPER GROUND ROD

CADWELDCONNECTION

ANCHOR BASE AND BOLTSPERMANUFACTURER'SREQUIREMENTS

30"

NOTE:

30"

CONCRETEFOUNDATION

NOTE:

GROUT VOID BETWEENBASE FLANGE ANDTOP OF CONCRETE.PROVIDE WEEPHOLETHROUGH GROUT AT BASEOF POLE

FINISHEDGRADE

24"

30"

SHEE

T N

O.

CLAY

COM

B AS

SOCI

ATES

, ARC

HITE

CTS

* 660

0 LB

J FR

EEW

AY *

SUIT

E 20

0DA

LLAS

, TEX

AS 7

5240

* W

WW

.CLA

YCO

MB.

NET

08/1

5/20

20

08.01

Man

or, T

exas

MAN

OR

IND

EPEN

DAN

TSC

HO

OL

DIS

TRIC

T

MAN

OR

ISD

JOB

NO

. 220

125

DAT

E: 0

8.15

.202

0

POLI

CE

STAT

ION

ISSU

E: B

ID S

ET

REFERENCE SCALE IN INCHES

0 1 2 3

PROJECT #

IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.

14755 PRESTON ROAD, SUITE 845DALLAS, TX 75254972.239.6100 FAX: 972.239.6102www.imegcorp.com

TBPE# F-18632

20002811.00

NO R

HT

3/32" = 1'-0"

SITE PLAN - MEP1

GENERAL NOTES

1. NEW SITE LIGHTING SHALL BE CIRCUITED TO EXISTING CIRCUIT HAR-7. CONNECT NEW SITE LIGHTING TO EXISTING TIMECLOCK CONTROLS.

DEMOLITION GENERAL NOTES:

1. (3) EXISTING SITE LIGHT POLES AND ASSOCIATED POLE BASES TO BE DEMOLISHED. CONTRACTOR SHALL ALSO REMOVE POLES THAT HAVE ALREADY BEEN DEMOLISHED AND STORED ON SITE.

2. CONTRACTOR MAY RE-USE EXISTING CONDUIT FOR SITE LIGHTING AS HIS OWN DISCRETION. ROUTING OF CONDUIT UNKNOWN.

NO SCALE

POLE BASE DETAIL2

NOTES BY SYMBOL " "#

1. EXISTING PEDESTAL MOUNTED 400A SERVICE ENTRANCE DISCONNECT SWITCH.

2. WEATHERPROOF JUNCTION BOXES FOR SLIDING GATE CONTROL WIRING. FURNISH AND INSTALL 3/4" EMPTY CONDUIT BETWEEN JUNCTION BOXES FOR CONTROL WIRING. COORDINATE JUNCTION BOX LOCATION AND CONDUIT REQUIREMENTS WITH GATE INSTALLER.

3. WEATHERPROOF JUNCTION BOX FOR CONNECTION TO MOTORIZED GATE. CONNECT TO NEW 20A/3P CIRCUIT BREAKER (MATCH EXISTING) TO BE INSTALLED IN EXISTING PANEL 'HAR' WITH (3)#12,#12G-3/4"C. VERIFY ELECTRICAL REQUIREMENTS WITH GATE INSTALLER AND MAKE ALL FINAL CONNECTIONS.

4. TYPE S4H SHIELD SHALL BE INSTALLED ON SIDE INDICATED.

H

C

C2

48

" M

AX

.

20" MAX.

44

" M

AX

.

20"-25" MAX.

48

" M

AX

.

15

" M

IN. 48

" M

AX

.

46

" M

AX

.

10" MAX. 10"-24" MAX.

ADA GUIDELINES - FRONT ACCESS

ADA STANDARDS FOR ACCESSIBLE DESIGN

INSTALL ABOVE COUNTER DEVICE AT 44" ABOVE FINISHED FLOOR.

INSTALL ABOVE COUNTER DEVICE AT 40" ABOVE FINISHED FLOOR.

INSTALL DEVICE AT 18" ABOVE FINISHED FLOOR.

ADA GUIDELINES - SIDE ACCESS



NTD: DELETE THIS ITEM IF NOT REQUIRED BY PROJECT MANAGER

1. PIPE DRAIN LINES FROM EQUIPMENT TO NEAREST FLOOR DRAIN.2. INSTALL ALL REFRIGERANT LIQUID AND SUCTION PIPING SIZED PER EQUIPMENT

MANUFACTURER RECOMMENDATIONS.3. ALL DOMESTIC WATER PIPING SHALL BE TYPE L COPPER PIPING WITH SOLDERED OR

MECHANICAL PRESS FIT CONNECTIONS.4. ALL CONDENSATE PIPING SHALL BE COPPER DMV OR TYPE M WITH SOLDERED

CONNECTIONS.

PIPING GENERAL NOTES:

1. AFTER CONSTRUCTION ACTIVITIES ARE COMPLETE, TESTING, ADJUSTING (TAB) AND BALANCING CONTRACTOR SHALL REBALANCE OUTSIDE AIR UNIT AS REQUIRED TO ACHIEVE THE NEW AIRFLOW VALUES SHOWN ON THE CONSTRUCTION DRAWINGS.

2. AREAS SERVED BY THIS EQUIPMENT WHICH WERE NOT RENOVATED SHALL BE RE-BALANCED TO THE AIRFLOW RATES MEASURED BEFORE THE RENOVATION OCCURRED (REFER TO THE FINAL PRE- DEMOLITION REPORT).

3. IF DUCT TRAVERSE LOCATION AS MARKED ON THE DRAWINGS IS INACCESSIBLE FOR MEASUREMENT, THE TAB CONTRACTOR SHALL PERFORM THE TRAVERSE AT AN ALTERNATE LOCATION OR SHALL TAKE MULTIPLE DUCT TRAVERSES AND/OR GRILLE READINGS AS REQUIRED TO DETERMINE THE FLOW RATE. IN THE EVENT TRAVERSES ARE TAKEN AT AN ALTERNATE LOCATION(S), TAB CONTRACTOR SHALL INCLUDE A DRAWING THAT SHOWS THE LOCATIONS WHERE THE ACTUAL MEASUREMENTS WERE TAKEN.

4. A DUCT STATIC PRESSURE READING SHALL BE TAKEN AT EACH LOCATION WHERE A DUCT TRAVERSE READING IS TAKEN AND SHALL BE INCLUDED IN THE FINAL POST-CONSTRUCTION TAB REPORT.

5. TAB CONTRACTOR SHALL COMPILE AND SUBMIT COPIES OF THE FINAL POST-CONSTRUCTION TAB REPORT AS REQUIRED BY SECTION 23 05 93.

6. THE FINAL POST CONSTRUCTION REPORT SHALL INCLUDE ALL ITEMS REQUIRED IN THE SPECIFICATIONS.

TAB POST-CONSTRUCTION NOTES:

MECHANICAL GENERAL NOTES:THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO, FIRE PROTECTION, PLUMBING, VENTILATION, PIPING AND TEMPERATURE CONTROL.

1. DRAWINGS SHOWING LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC. ARE DIAGRAMMATIC AND MAY NOT ALWAYS REFLECT EXACT INSTALLATION CONDITIONS. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF DUCTWORK, PIPING, EQUIPMENT, ETC., AND MAY NOT INCLUDE ALL OFFSETS AND FITTINGS REQUIRED FOR COMPLETE INSTALLATION. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION AND THE WORK OF OTHERS WILL PERMIT.

2. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS AND CLEARANCES FROM ARCHITECTURAL, STRUCTURAL, SUBMITTALS, AND OTHER APPROPRIATE DRAWINGS OR PHYSICALLY AT SITE. REVIEW ALL DRAWINGS, INCLUDING THOSE OF OTHER TRADES.

3. COORDINATE ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO PROVIDE CLEARANCES REQUIRED FOR OPERATION, MAINTENANCE, CODE COMPLIANCE, AND TO VERIFY NON-INTERFERENCE WITH OTHER WORK. DO NOT FABRICATE PRIOR TO VERIFICATION OF NECESSARY CLEARANCES FOR ALL TRADES. BRING ANY INTERFERENCES OR CONFLICTS TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH FABRICATION OR EQUIPMENT ORDERS.

4. REVIEW SPACE REQUIREMENTS OF EQUIPMENT SPECIFIED OR SUBSTITUTED AND MAKE REASONABLE ACCOMMODATIONS IN LAYOUT AND POSITIONING TO PROVIDE PROPER ACCESS.

5. ANY CHANGES REQUIRED TO ELIMINATE CONFLICTS OR THAT RESULT FROM A FAILURE TO COORDINATE SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COST OR EXPENSE TO OTHERS.

6. EACH CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ELECTRICAL CHANGES REQUIRED FOR EQUIPMENT PROPOSED THAT DIFFERS FROM THE BASIS OF DESIGN.

7. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY AUDIO/VISUAL, AND OTHER MECHANICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED DEVICES, OTHER THAN SPRINKLERS.

8. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO WALLS, FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE IS RESPONSIBLE FOR PATCHING TO MATCH ORIGINAL CONSTRUCTION, FIRE RATING, AND FINISH.

9. IN AREAS WITH DRYWALL CEILINGS COORDINATE LOCATIONS OF ACCESS PANELS WITH THE GC FOR ACCESS TO VALVES, DUCTWORK ACCESSORIES, DAMPERS, ETC. COORDINATE PANEL TYPE AND COLOR WITH ARCHITECT. NOTIFY THE GC OF THE REQUIRED ACCESS PANELS PRIOR TO BIDDING.

10. SEAL ALL FLOOR, WALL, AND ROOF PENETRATIONS AIRTIGHT WHERE CONDUITS, PIPING, AND DUCTS PENETRATE. PENETRATIONS THROUGH EXTERIOR WALLS AND ROOF SHALL BE SEALED AIRTIGHT WITH WATERPROOFING MATERIALS RECOMMENDED BY MANUFACTURER FOR OUTDOOR USE.

11. CAULK ALL PIPE AND DUCT PENETRATIONS OF FULL HEIGHT NON-FIRE RATED WALL, PARTITION, FLOOR, AND ROOF ASSEMBLIES. THIS IS ESSENTIAL TO PREVENT NOISE TRANSMISSION FROM ONE ROOM TO ANOTHER AND TO PROVIDE THE DESIRED NC LEVELS WITHIN ROOMS.

12. WHERE PIPES AND DUCTS ARE SHOWN TO PENETRATE FLOORS, PROVIDE SLEEVED OPENINGS WITH THE TOP EDGE RAISED ABOVE FLOOR SURFACE IN ACCORDANCE WITH ALL RELEVANT SPEC SECTIONS. SEAL SLEEVE PERIMETER TO BE WATERTIGHT.

13. EQUIPMENT SIZES AND SERVICE CLEARANCE REQUIREMENTS VARY AMONG DIFFERENT MANUFACTURERS. CONSULT APPROVED SHOP DRAWINGS FOR EQUIPMENT SIZES AND REQUIRED SERVICE CLEARANCES. COORDINATE WITH LAYOUT OF EQUIPMENT PADS, PIPING, DUCTWORK, ETC.

14. DO NOT BLOCK TUBE PULL OR EQUIPMENT SERVICE CLEARANCES. 15. MAINTAIN MINIMUM 3'-6” CLEARANCE IN FRONT OF ALL ELECTRICAL PANELS, MOTOR

STARTERS, SWITCHES, AND DISCONNECTS.16. PROVIDE CONCRETE EQUIPMENT PAD FOR ALL FLOOR MOUNTED EQUIPMENT. PAD SHALL

EXTEND MINIMUM 6” BEYOND ALL SIDES OF EQUIPMENT.17. DO NOT SUPPORT EQUIPMENT, PIPING, OR DUCTWORK FROM METAL DECKING OR OTHER

NON-STRUCTURAL BUILDING ELEMENTS. ANCHORS EMBEDDED IN CONCRETE SHALL BE CRACKED CONCRETE APPROVED IN ACCORDANCE WITH SPECIFICATIONS.

MECHANICAL RENOVATION NOTES:THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO, FIRE PROTECTION, PLUMBING, VENTILATION, PIPING AND TEMPERATURE CONTROL.

1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND REPORT ANY CONFLICTS BEFORE PROCEEDING.

2. NOT ALL EXISTING DUCTWORK AND PIPING IS SHOWN. VERIFY EXISTING CONDITIONS BEFORE STARTING WORK. NOTIFY ENGINEER OF ANY CONFLICTS WITH NEW WORK.

3. FIELD VERIFY THE AVAILABLE CLEARANCES FOR DUCTWORK AND PIPING BEFORE FABRICATION. RISES AND DROPS MAY BE NECESSARY BECAUSE OF EXISTING FIELD CONDITIONS.

4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CUTTING, REMOVAL AND PATCHING OF ROOFS, WALLS, AND FLOORS ASSOCIATED WITH WORK BY ALL CONTRACTORS. CONTRACTORS SHALL NOTIFY THE GC OF AFFECTED AREAS PRIOR TO BIDDING

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF CEILINGS, CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH AREAS OF WORK BY ALL CONTRACTORS. NOTIFY THE GENERAL CONTRACTOR OF AFFECTED AREAS PRIOR TO BIDDING.

6. WHERE EXISTING MECHANICAL SYSTEMS ARE LOCATED IN AREAS THAT CONFLICT WITH NEW EQUIPMENT, PIPING, OR DUCTWORK TO BE INSTALLED, EACH CONTRACTOR SHALL EITHER ARRANGE NEW EQUIPMENT, PIPING, OR DUCTWORK IN SUCH A FASHION THAT IT DOES NOT CONFLICT WITH EXISTING SYSTEMS, OR REWORK EXISTING MECHANICAL SYSTEMS TO ALLOW FOR INSTALLATION OF NEW EQUIPMENT, PIPING, OR DUCTWORK.

7. PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING CONSTRUCTION. MAINTAIN ACCESS TO EXISTING MECHANICAL INSTALLATIONS THAT REMAIN ACTIVE.

8. OBTAIN PERMISSION FROM OWNER BEFORE SHUTTING DOWN ANY SYSTEM FOR ANY REASON. MAINTAIN SERVICE TO ALL COMPONENTS THAT ARE TO REMAIN UNTIL NEW SYSTEMS ARE INSTALLED.

9. MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE AND READY FOR TIE IN AND SWITCHOVER. DRAIN SYSTEM ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. OBTAIN PERMISSION FROM OWNER BEFORE PARTIALLY OR COMPLETELY DRAINING SYSTEM. MAKE CHANGEOVER TO NEW SYSTEMS WITH MINIMUM OUTAGE.

CONTROL VALVE (TWO-WAY)

PITCH PIPE IN DIRECTION

DIELECTRIC CONNECTION

UNION/FLANGE

BALANCING VALVE (NUMBER INDICATES GPM)

PIPE CAP

PIPE DOWN

PIPE UP OR UP/DOWN

DIRECTION OF FLOW IN PIPE

NEW CONNECTION

SHUTOFF VALVE NORMALLY OPEN

SHUTOFF VALVE NORMALLY CLOSED

THROTTLING VALVE

AUTOMATIC BALANCING VALVE

MIXING VALVE

CONTROL VALVE (THREE-WAY)

SOLENOID VALVE

CHECK VALVE

SAFETY/RELIEF VALVE

PRESSURE REDUCING VALVE (LIQUID/GAS)

PRESSURE REDUCING VALVE (STEAM)

TRIPLE DUTY VALVE (ANGLE TYPE)

TRIPLE DUTY VALVE (IN-LINE TYPE)

VACUUM BREAKER

"WYE" - STRAINER

"WYE" - STRAINER W/SHUTOFF VALVE AND HOSE CONNECTION WITH CAP

BASKET STRAINER

FLEXIBLE CONNECTION

PRESSURE/TEMPERATURE TEST PLUG

REDUCER - REFERENCE SPECIFICATIONFOR CONCENTRIC/ECCENTRIC AND FOT/FOB

SUCTION DIFFUSER WITH SUPPORT FOOT

AUTOMATIC AIR VENT

MANUAL AIR VENT

DRAIN VALVE WITH HOSE CONNECTION AND CAP

TT-*

STEAM TRAP (REFER TO SCHEDULE)

T-*F&T STEAM TRAP (REFER TO SCHEDULE)

T-*INVERTED BUCKET STEAM TRAP (REFER TO SCHEDULE)

ALIGNMENT GUIDE

PIPE ANCHOR

EXPANSION JOINT#.#" IS THE EXPANSION TRAVEL INCHES

BOILER BLOW DOWNBD

BOILER FEED WATERBF

CHILLED BEAM RETURNCBR

HEATING/CHILLED WATER RETURNHCR

HEATING/CHILLED WATER SUPPLYHCS

CONDENSER WATER RETURNCR

CONDENSER WATER SUPPLYCS

CLEAN STEAM - NUMBER INDICATES PRESSURE IN PSIG.CS15

CHILLED WATER RETURNCWR

CHILLED WATER SUPPLYCWS

NATURAL GASG

GLYCOL WATER RETURNGWR

GLYCOL WATER SUPPLYGWS

REFRIGERANT HOT GASHG

HIGH PRESSURE CONDENSATEHPC

HEATING WATER RETURNHWR

HEATING WATER SUPPLYHWS

REFRIGERANT LIQUIDLIQ

LOW PRESSURE CONDENSATELPC

OIL RETURNOR

OIL SUPPLYOS

PUMPED CONDENSATEPC

PUMPED DISCHARGEPD

REHEAT WATER RETURNRWR

REHEAT WATER SUPPLYRWS

REFRIGERANT SUCTIONSUC

SAFETY RELIEF VENTSV

HIGH PRESSURE STEAMHPS

LOW PRESSURE STEAMLPS

DRAINDPP

LOW PRESSURE CLEAN STEAMLCS

LOOP WATER RETURNLWR

LOOP WATER SUPPLYLWS

GAS REGULATOR VENTGV

LAB VACUUMVAC

MEDICAL VACUUMMV

METERM

PUMP

STATIC SWITCH

PRESSURE GAUGE (FURNISHED WITH BALL VALVE)P

DIFFERENTIAL PRESSURE SENSOR

PRESSURE SENSOR (FURNISHED WITH BALL VALVE)P

FLOW METERFM

FLOW SWITCHF

FS FLOW SENSOR

MECHANICAL SYMBOL LIST

SYMBOL: DESCRIPTION:

NOT ALL SYMBOLS MAY APPLY.

OCCUPANCY SENSORO

HUMIDISTAT SENSOR

CARBON MONOXIDE SENSOR

CARBON DIOXIDE SENSOR

H HUMIDISTAT / SENSOR

TEMPERATURE SENSOR WITH WELLT

THERMOMETER WITH WELL (DIAL TYPE)T

THERMOMETER WITH WELL (FILLED TYPE)

DIRECTION OF AIR FLOW

FLEXIBLE DUCT

MANUAL VOLUME DAMPER

RISE IN DIRECTION OF AIR FLOWR

DUCT CAP

DROP IN DIRECTION OF AIR FLOWD

DUCT DOWN

DUCT UP

SUPPLY/OUTSIDE AIR DUCT SECTION

RETURN AIR DUCT SECTION

EXHAUST/RELIEF AIR DUCT SECTION

4-WAY DIFFUSER WITH BLANKOFF IN ONE DIRECTION

SD-16/115

AIR TERMINAL PROPERTIES SYMBOLNECK SIZE/CFM

TERMINAL AIR BOX (REFER TO SCHEDULE)###

### TERMINAL AIR BOX w/REHEAT COIL (REFER TO SCHEDULE)

HUMIDIFIERH

OPPOSED BLADE DAMPER (REFER TO SCHEDULE)

PARALLEL BLADE DAMPER (REFER TO SCHEDULE)

DIFFERENTIAL PRESSURE SENSOR

PRESSURE SENSOR/MONITORP

PRESSURE SENSOR (DUCT MOUNTED)P

THERMOSTAT/SENSORT

TEMPERATURE SENSORT

THERMOSTAT/SENSOR WITH HEAVY DUTY ENCLOSURET

MECHANICAL SYMBOL LIST

SYMBOL: DESCRIPTION:

AIRFLOW MEASUREMENT SYMBOLXX - AHU SYMBOLY - SEQUENTIAL NUMBER

XX-Y

NOT ALL SYMBOLS MAY APPLY.

FAN POWERED TERMINAL AIR BOX w/REHEAT COIL (REFER TO SCHEDULE)

SP

BACKFLOW PREVENTER

EJ-#(#.#")

CHILLED BEAM SUPPLYCBS

COMPRESSED AIRCA

RADIANT COOLING RETURNRCR

RADIANT COOLING SUPPLYRCS

PLAN OR DETAIL NUMBER

PLAN OR DETAIL NAME

PLAN OR DETAIL SCALE

DETAIL REFERRED TO BY SECTION CUT

SHEET DETAIL IS LOCATED ON

NAME

1VIEW NAME1/8" = 1'-0"

1

M101

14

32

T101

SIMDETAIL REFERRED TO BY ELEVATION

SHEET DETAIL IS LOCATED ON

INDICATES SIMILAR DETAIL REFERENCED IN MULTIPLE LOCATIONS

SIM

INDICATES SIMILAR DETAIL REFERENCED IN MULTIPLE LOCATIONS

LEVEL NAME

10' - 0" HEIGHT ABOVE PROJECT 0' - 0"

1 INDICATES NOTE USED TO DESCRIBE ADDITIONAL INFORMATION ABOUT WORK REQUIRED, SPECIFIC TO THE SHEET AND/OR DETAIL

NO R HT

INDICATES DIRECTION OF TRUE NORTH

VIEW KEY

NEW WORK BY THIS CONTRACTOR (DARK SOLID LINE)

NEW WORK UNDERFLOOR OR UNDERGROUND BY THIS CONTRACTOR (DARK LONG DASHED LINE)

NEW WORK BY OTHERS AND/OR EXISTING TO REMAIN (LIGHT SOLID LINE)

EXISTING TO BE REMOVED BY THIS CONTRACTOR(DARK SHORT DASHED LINE)

'TAG'-E TAGS WITH DASH 'E' INDICATES THE REFERENCED OBJECT IS EXISTING

TAG-1 UNDERLINED TEXT INDICATES ADDITIONAL INFORMATION CAN BE FOUND ELSEWHERE IN A SCHEDULE, MATERIAL LIST, OR SYMBOL LIST

LINE TYPE AND TAG KEY:

MECHANICAL ABBREVIATION KEY

ABBR: DESCRIPTION:

DIFFERENTIAL PRESSURE GAUGE (RANGE)DPG (0-2")

DIFFERENTIAL PRESSURE SWITCHDPS

AD ACCESS DOOR

ABOVE FINISHED FLOORAFF

NC NEW CONNECTION

NOT IN CONTRACTNIC

CFSD CONTROL/FIRE/SMOKE DAMPER

EA EXHAUST/RELIEF AIR

FD FIRE DAMPER

FOB FLAT ON BOTTOM

FOT FLAT ON TOP

FSD FIRE/SMOKE DAMPER

MA MIXED AIR

OA OUTSIDE AIR

RA RETURN AIR

SA SUPPLY AIR

SD SMOKE DAMPER

TRANSFER DUCTTD

UC-1 DOOR UNDERCUT BY OTHERS (1" TYPICAL)

ECFSD EXISTING CONTROL FIRE SMOKE DAMPER

EFD EXISTING FIRE DAMPER

EFSD EXISTING FIRE SMOKE DAMPER

ESD EXISTING SMOKE DAMPER

TERMINAL AIR BOXTAB

TYPICALTYP

UNO UNLESS NOTED OTHERWISE

NORMALLY CLOSEDN.C.

NORMALLY OPENN.O.

PRESSURE SWITCHPS

MIXING VALVEMV

ELECTRICAL TO PNEUMATIC VALVEEP

CO CLEANOUT

C COMMON

SCCR SHORT CIRCUIT CURRENT RATING

SHEE

T N

O.

CLAY

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SOCI

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HITE

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SUIT

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MECHANICAL SHEET INDEX08.01 SITE PLAN - MEP

08.02 MECHANICAL COVERSHEET

08.03 DEMOLITION PLAN-MECHANICAL & FLOOR PLAN-MECHANICAL & PLUMBING

08.04 MECHANICAL SCHEDULES & DETAILS

GRAND TOTAL: 4


0 1 2 3

PROJECT #



TBPE# F-18632

20002811.00

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

C-1-111-A

C-1-111-B

C-1-110-B

C-1-110-A

C-1-108-A

C-1-108-B

C-2-100C-A

C-2-104-A

C-2-104-B

12x12 TD

12x12 TD

CD-1

6/50

CD-E

10/200

CD-E

8/150

CD-1

6/75

CD-1

6/65

CD-1

6/30

CD-1

6/50CD-E

10/205

CD-E

10/190

CD-1

6/50

CD-E

10/180

EF-E

23

3

3

3

3

C-2-A105

4

RG-1

RG-1

RG-1

RG-1

BS-1

BS-2

BS-3

BS-4

7

5

7

7

7

7

7

7

BS-2.1BS-1.2

BS-1.1

7

8

8

9

O/A UNIT-E

11

11

1110

10

11

10

10

11

10

12x12 TD

RG-1

RG-1

3/4

"D

EXISTING

CONDENSATE

5

C-2-100C-B

10

12 12

12

12

14

12

12

12

12

12

12 12

3/4"D

O/A-CU-E

VRF-CU-2-E

VRF-CU-1-E

1/2

"CW

1"CW EXISTING

13

A128P & W COORD.

A130

ASST. DIR.HEALTH

SERVICES

A127

HEALTHSCIENCE

A126TRAINING

A125STORAGE

A124MDF

A123JAN.

A132

MENTORCOORD. &

GRANT DIR.

A117EXEC. ASSIST.

A133

BECKY'SOFFICE

A102ADMIN. ASSIST.

A103

CUBICLEOFFICES

A105PROCESSING/INTERVIEW

A134STORAGE

A106TRAINING

A107

SOFTINTERVIEW

A108

CHEIF'SOFFICE

A110SEC. DOCS.

A109EVIDENCE

A113OFFICES

A118CORRIDOR

A119MEETING

A121ELECTRICAL

A120COFF/BRK

A115WOMEN

A114MEN

A100CBREAK ROOM

A112SHOP

A102ADMIN. ASSIST.

1

5

6

6

5

C-1-108-B

C-1-110-B

6

6

6 6

6 6

6

6

C-1-108-A

C-1-110-A

C-1-111-A C-1-111-B

C-2-100C-A

C-2-100C-B

C-2-104-A

C-2-104-B

BS-3

BS-4

BS-1

BS-2

VRF-CU-2-E

VRF-CU-1-E

O/A-CU-E

C-2-103-A

C-2-103-B

15

14

SHEE

T N

O.

CLAY

COM

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08.03

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NO R

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1/8" = 1'-0"

FLOOR PLAN - MECHANICAL & PLUMBING2


0 1 2 3

PROJECT #

IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS

DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE

THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR

REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN

APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.

14755 PRESTON ROAD, SUITE 845

DALLAS, TX 75254

972.239.6100 FAX: 972.239.6102www.imegcorp.com

TBPE# F-18632

20002811.00

NO R

HT

1/8" = 1'-0"

DEMOLITION PLAN - MECHANICAL1

1. REFER TO GENERAL NOTES ON SHEET 08.02.

2. EXISTING MECHANICAL EQUIPMENT AND

SYSTEMS NOT BEING REMOVED OR

COMMISSIONED IS SHOWN FOR REFERENCE

ONLY. NOT ALL EXISTING SYSTEMS AND

EQUIPMENT IS SHOWN.

3. REFRIGERANT PIPING NOT SHOWN ON PLANS

DUE TO EXACT ROUTING NOT BEING KNOWN.

CONTRACTOR TO FIELD VERIFY REFRIGERANT

ROUTING TO DETERMINE SCOPE OF

DEMOLITION. PIPING CAN BE REUSED AS LONG

AS SIZE IS ACCEPTABLE TO VRF

MANUFACTURER AND INTEGRITY INTACT.

4. CONTRACTOR TO CHECK ALL REFRIGERANT

PIPING AND CONDENSATE PIPING INTEGRITY.

FIX ANY AND ALL LEAKS OR OTHER PROBLEMS.

5. FURNISH MANUAL BALANCING DAMPERS IN ALL

BRANCH DUCTS TO DIFFUSERS OR GRILLES.

RUNOUT DUCT SIZES SHALL MATCH DIFFUSER

NECK SIZE UNLESS OTHERWISE NOTED.

6. MECHANICAL CONTRACTOR SHALL WORK

WITH DAIKIN REPRESENTATIVE FOR NEW

LAYOUT AND DESIGN OF REFRIGERANT PIPING.

1. REMOVE EXISTING EXHAUST FAN AND ALL

ASSOCIATED DUCTWORK SEAL WALL

PENETRATION WATER AND VAPOR TIGHT. SEE

2/08.03 FOR RELOCATION OF FAN.

2. REINSTALL EXISTING INSTALL FAN IN

EVIDENCE ROOM. COORDINATE FINAL

LOCATION WITH OWNER. ROUTE DUCTWORK

TO ROOF AND PROVIDE ROOF CAP FOR

TERMINATION.

3. REBALANCE EXISTING OUTSIDE AIR DIFFUSER

TO AIRFLOW SHOWN.

4. CONNECT NEW CASSETTE TO EXISTING VRF

SYSTEM. CONNECT REFRIGERANT PIPING INTO

NEW BS-2.1. ROUTE CONDENSATE TO

EXISTING CONDENSATE LINE AS SHOWN ON

PLAN.

5. REMOVE C-1-110-B AND C-1-108-B AND SWAP

CASSETTE LOCATIONS. RECONNECT

CONDENSATE ONCE RELOCATED. RECONNECT

REFRIGERANT PIPING AS NOTED ON

SCHEDULE.

6. REMOVE EXISTING REFRIGERANT PIPING BACK

TO BRANCH CONTROLLER.

7. RECONNECT REFRIGERANT PIPING FOR

EXISTING CASSETTE TO BS AS SHOWN ON

SCHEDULE.

8. PROVIDE NEW BS BOX. CONNECT TO VRF-

CU-1. SIZE AND ROUTE PER MANUFACTURERS

RECOMMENDATIONS.

9. PROVIDE NEW BS BOX. CONNECT TO VRF-

CU-2. SIZE AND ROUTE PER MANUFACTURERS

RECOMMENDATIONS.

10. PROVIDE NEW THERMOSTAT, MATCH MODEL

NUMBER THAT IS EXISTING ON SITE. CONNECT

TO CASSETTE LISTED ON PLANS.

11. EXISTING THERMOSTAT CONTROLLING TWO

CASSETTES. REPROGRAM TO CONTROL ONLY

ONE. CASSETTE TO BE CONTROLLED AS

SHOWN ON PLANS.

12. EXISTING VRF CASSETTE TO REMAIN.

13. CONNECT NEW 1/2" CW LINE TO NEW

REFRIGERATOR IN TRAINING A106. PROVIDE

BFP WATTS MODEL SD-2.

14. EXISTING VRF WALL UNIT TO REMAIN.

TROUBLESHOOT PROBLEMS WITH

CONDENSATE AND PROVIDE NEW

CONDENSATE LINE OVER TO MOP SINK AS

SHOWN ON DRAWING 2/08.03.

15. EXISTING THERMOSTAT TO BE RELOCATED.

REVIEW 2/08.03 FOR RELCOATION.

# SHEET NOTESKEYNOTES

D1>D2

45 DEGREE

BUTT FLANGESTRAIGHT TAP

ENTRY Θ 45°45 DEGREE CONICAL

CLINCH LOCK

CORNER FILLERPIECE OR USEGASKET (TYP.)

45 DEGREE LEAD IN

DOVETAIL JOINT

LINED DUCT CONNECTION(NO EXPOSED LINER EDGES)

DUCT LINER

FLANGED

NOTE:STRAIGHT TAP WITH BUTTFLANGE FOR BRANCH AND TEECONNECTION IN RECTANGULAR DUCTSUNDER 1" PRESSURE CLASS ONLY.

ENTRY Θ 45°

D1

W

L

Θ

D2

(L = 4" OR W/4; WHICHEVER IS LARGER)

NOTES:

1. DO NOT USE CONNECTIONS WITH SCOOPS.2. FIT ALL CONNECTIONS TO AVOID VISIBLE OPENINGS AND

SECURE THEM SUITABLY FOR THE PRESSURE CLASS.3. ADDITIONAL MECHANICAL FASTENERS ARE REQUIRED FOR

4"W.G. AND OVER.4. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

CEILING

STRUCTURE

ATTACH FLEX DUCT TO THE HARD DUCT. REFER TO NOTE 1.

HARD DUCT

TRIM STRAPS AFTER TIGHTENING

SUSPEND ELBOW WITH TIE

DRAW BANDS SNUG,WITHOUT CRUSHINGFLEXIBLE DUCT

PROVIDE DURABLE ELBOW SUPPORT. REFER TO NOTE 2.

DIFFUSER

1X DUCT DIAMETERMINIMUM STRAIGHTDUCT

NOTES:

1. TO ATTACH FLEX DUCT TO THE HARD DUCT, TAPE THE INNER LINER TO THE HARD DUCT THEN ATTACH WITH TWO NYLON TIE WRAPS; ONE FOR THE INNER LINER AND ONE FOR THE OUTER SHELL. FOLD THE OUTER SHELL INSIDE ITSELF SO IT HAS NEAT EDGES PRIOR TO TIE WRAPPING.

2. DURABLE ELBOW SUPPORT ACCEPTABLE MANUFACTURER AND MODEL: HART AND COOLEY - SMARTFLOW, THERMAFLEX -FLEXFLOW, TITUS - FLEXRIGHT, OR APPROVED EQUAL.

FLEXIBLE DUCT. MAX. LENGTH PER SPECIFICATIONS

DUCT LINER (REFER TOSPECIFICATION SECTION 23 31 00 - DUCTWORK)

REFER TO DRAWINGFOR SIZE

FLOOR OR ROOF

CEILING

WALL

6".

RG-1

SHEE

T N

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CLAY

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08.04

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0 1 2 3

PROJECT #



TBPE# F-18632

20002811.00

NOTES: 1.CONTRACTOR SHALL DETERMINE PROPER MARGIN STYLE TO MATCH CEILING CONSTRUCTION. 2.ALL RUN OUT DUCTWORK TO DIFFUSERS SHALL BE NECK SIZE UNLESS OTHERWISE NOTED.

3. ALL RG-1 WILL BE USED IN TRANSFER APPLICATIONS

GRILLES REGISTERS & DIFFUSERS SCHEDULE

TAGNAME MATERIAL CONFIGURATION

MARGIN(NOTE 1)

INLET SIZE (IN.)(NOTE 2) FACE SIZE (IN.)

VOLUMEDAMPER

REQUIRED FINISH MANUFACTURER MODEL NOTES

CD-1 STEEL PANEL FACE LAY-IN 6" 24x24 NO WHITE TITUS OMNI FLUSH FACE PANEL

RG-1 STEEL PERFORATED FACE LAY-IN 12 X 12 24x24 NO WHITE TITUS PAR DUCTED RETURN

NO SCALE

BRANCH CONNECTIONS1 NO SCALE

DIFFUSER CONNECTION DETAIL2

5. REMOVE EXISING REFRIGERANT PIPING BACK TO BS UNIT IS CURRENTLY CONNECTED TO. RECONNECT TO BS SHOWN ON SCHEDULE ON ITS OWN PORT. REPROGRAM EXISITING THERMOSTAT TO CONTROL THIS UNIT ONLY

4. REMOVE EXISING REFRIGERANT PIPING BACK TO BS UNIT IS CURRENTLY CONNECTED TO. RECONNECT TO BS SHOWN ON SCHEDULE ON ITS OWN PORT. PROVIDE NEW THERMOSTAT FOR UNIT, MATCH EXISTING THERMOSTATS ON SITE.

3. NEW UNIT SHALL BE PROVIDED WITH CONDENSATE PUMP AND NEW THERMOSTAT. MATCH EXISTING THERMOSTATS ON SITE.

2. NEW UNIT, TIE INTO EXISTING SYSTEM

1. EXISTING UNIT TO REMAIN WITH NO WORK BEING DONE

NOTES:

C-2-A105 A105 VRF-CU-2 BS-2.1 .5 300 208-1 MFR? NF .3 15 DAIKIN FXZQ05TAVJU CASSETTE 2,3

C-2-A104 EXISTING TO REMAIN VRF-CU-2 BS-4 - - - - - - - DAIKIN FXFQ24TVJU CASSETTE 1

C-2-100C-B A103 VRF-CU-2 BS-4 - - - - - - - DAIKIN FXZQ12MVJU9 CASSETTE 4

C-2-100C-A A104 VRF-CU-2 BS-4 - - - - - - - DAIKIN FXZQ12MVJU9 CASSETTE 5

C-2-A112 EXISTING TO REMAIN VRF-CU-2 BS-4 - - - - - - - DAIKIN FXAQ12PVJU WALL MOUNT 1

C-2-104-B A112 VRF-CU-2 BS-2.1 - - - - - - - DAIKIN FXFQ24TVJU CASSETTE 4

C-2-104-A A106 VRF-CU-2 BS-2.1 - - - - - - - DAIKIN FXFQ24TVJU CASSETTE 5

C-2-A103-B EXISTING TO REMAIN VRF-CU-2 BS-3 - - - - - - - DAIKIN FXFQ24TVJU CASSETTE 1

C-2-A103-A EXISTING TO REMAIN VRF-CU-2 BS-3 - - - - - - - DAIKIN FXFQ24TVJU CASSETTE 1

C-2-101 EXISTING TO REMAIN VRF-CU-2 BS-3 - - - - - - - DAIKIN FXZQ07MVJU9 CASSETTE 1

C-2-102 EXISTING TO REMAIN VRF-CU-2 BS-3 - - - - - - - DAIKIN FXZQ07MVJU9 CASSETTE 1

C-1-A111-B A126 VRF-CU-1 BS-2 - - - - - - - DAIKIN FXZQ18MVJU9 CASSETTE 5

C-1-A111-A A127 VRF-CU-1 BS-2 - - - - - - - DAIKIN FXZQ18MVJU9 CASSETTE 4

C-1-A11A EXISTING TO REMAIN VRF-CU-1 BS-2 - - - - - - - DAIKIN FXZQ18MVJU9 CASSETTE 1

C-1-A107-B EXISTING TO REMAIN VRF-CU-1 BS-2 - - - - - - - DAIKIN FXZQ09MVJU9 CASSETTE 1

C-1-A107-A EXISTING TO REMAIN VRF-CU-1 BS-2 - - - - - - - DAIKIN FXZQ09MVJU9 CASSETTE 1

C-1-A108-B A133 VRF-CU-1 BS-1.2 - - - - - - - DAIKIN FXZQ18MVJU9 CASSETTE 4


C-1-A109-B EXISTING TO REMAIN VRF-CU-1 BS-1 - - - - - - - DAIKIN FXZQ18MVJU9 CASSETTE 1

C-1-A109-A EXISTING TO REMAIN VRF-CU-1 BS-1 - - - - - - - DAIKIN FXZQ18MVJU9 CASSETTE 1

C-1-A110-B A128 VRF-CU-1 BS-1.1 - - - - - - - DAIKIN FXZQ09MVJU9 CASSETTE 5


C-1-A100D EXISTING TO REMAIN VRF-CU-1 BS-1 - - - - - - - DAIKIN FXZQ09MVJU9 CASSETTE 1

BY (NOTE A) BY (NOTE A)

VOLT-PHASE

DISCONNECT CONTROLLER/STARTERMCA MOCP

SYMBOL AREA SERVEDASSOCIATED VRF

HPASSOCIATED VRF

BSNOMINALTONNAGE

CFM

ELECTRICAL

MANUFACTURER MODEL UNIT STYLE REMARKS

INDOOR UNIT SCHEDULE - VRF

4. ALL ASSOCIATED REFRIGERANT PIPING. CAN REUSE EXISITING AS LONG AS SIZE IS CORRECT.

3. TOTAL OF 6 NEW THEROMSTATS

2. PROVIDE WITH, KHFP26A100C, CLOSED PIPE KIT. INSTALL ON OPEN PORT.

1. PROVIDE WITH CONDENSATE PUMP.

NOTES:

N/A THERMOSTAT DAIKIN MATCH EXISITING ON SITE 3

BS-2.1 QUAD PORT BRANCH SELECTOR DAIKIN BS4Q54TVJ 2,4

BS-1.2 SINGLE PORT BRANCH SELECTOR DAIKIN BSQ36TVJ 4

BS-1.1 SINGLE PORT BRANCH SELECTOR DAIKIN BSQ36TVJ 4

C-2-A105 CEILING CASSETTE DAIKIN FXZQ05TAVJU 1,4

TAG TYPE MFR MODEL NOTES

NEW EQUIPMENT SCHEDULE

BS-2.1 BS4Q54TVJ VRF-CU-2 208-230V 1ph 0.4 15.0 54,000 14.6 x 11.7 x 18.9 48.5 NEW

BS-4 BS4Q54TVJ VRF-CU-2 208-230V 1ph 0.4 15.0 54,000 14.6 x 11.7 x 18.9 48.5 EXISTING


BS-1.2 BSQ36TVJ VRF-CU-1 208-230V 1ph 0.1 15.0 36,000 15.3 x 8.1 x 12.8 27.0 NEW

BS-1.1 BSQ36TVJ VRF-CU-1 208-230V 1ph 0.1 15.0 36,000 15.3 x 8.1 x 12.8 27.0 NEW



TAG MODEL CU SERVED VOLTAGE-PHASE MCA MOCPMAX CAPACITY

PER PORTDIMENSIONS WEIGHT NOTES

BRANCH SELECTOR SCHEDULE

NO SCALE

TRANSFER DUCT DETAIL3

DRAWING TITLE##" = 1'-0"

SPD

DRAWING/ DETAIL TITLENOTE:DRAWING TITLE MAYNOT APPEAR ONLARGE SCALE DETAILDRAWINGS

DETAIL NUMBER

SECTION CUT SYMBOL

NORTH ARROW ENLARGED PLAN DETAIL

REFER TO THISSHEET FORENLARGEDPLAN

ELECTRICAL LEGEND

GENERAL NOTES

1. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF LIGHT FIXTURES. CONTRACTORS SHALL COORDINATE LOCATIONS OF LIGHTS, SPEAKERS, AIR DIFFUSERS, GRILLES, AND THE LIKE, WITH REFLECTED CEILING PLAN.

2. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND/OR ROOM FINISH SCHEDULE AND VERIFY LIGHT FIXTURE TYPE FOR THE CEILING CONSTRUCTION PRIOR TO ORDERING THE FIXTURES. PROVIDE FIXTURES THAT ARE COMPATIBLE WITH THE CEILING SYSTEM.

3. ALL DEVICES, EQUIPMENT, FIXTURES, AND THE LIKE MUST BE GROUNDED BY USE OF A PROPERLY SIZED GROUNDING CONDUCTOR. MECHANICAL AND ELECTRICAL BONDS OF THE METALLIC RACEWAY SYSTEM SHALL BE MAINTAINED.

4. REFER TO MECHANICAL PLANS FOR EXACT LOCATION OF MECHANICAL EQUIPMENT AND LOCATION DISCONNECT SWITCHES IN ACCORDANCE WITH N.E.C.

5. REFER TO MECHANICAL SPECIFICATIONS, HVAC PLANS AND PLUMBING PLANS FOR ADDITIONAL ELECTRICAL WORK AND REQUIREMENTS.

6. REFER TO "CONTROL SCHEMATICS" MECHANICAL DRAWINGS FOR ADDITIONAL CONTROL WIRING AND CONTROL CONNECTIONS.

7. UNLESS OTHERWISE NOTED, ALL DEVICE ELEVATIONS REFER TO CENTER OF OUTLET BOX. THE CONTRACTOR SHALL COORDINATE ALL OUTLET LOCATIONS WITH OTHER TRADES.

8. PROVIDE "SEAL-OFFS" WHEN PIPING PASSES THROUGH AREAS OF DIFFERENT AMBIENT TEMPERATURES AND/OR HAZARDOUS AREAS.

9. IF MORE THAN THREE DIFFERENT PHASE CONDUCTORS ARE ROUTED IN THE SAME CONDUIT, DERATING SHALL BE TAKEN INTO ACCOUNT. INCREASING THE CONDUCTOR AMPACITY (BY INCREASING WIRE SIZE) TO COMPENSATE AS FOLLOWS:

NO. OF CONDUCTORS AMPACITY INCREASE

4 THRU 6 125%7 THRU 9 145%10 THRU 20 (MAX.) 200%

THE CONDUIT CAPACITY SHALL ALSO INCREASE TO CONFORM TO NEC, CHAPTER 9.

10. ALL FIRE ALARM DEVICES ARE TO BE MOUNTED AT HEIGHTS AS SPECIFIED BY ADA.

11. PROVIDE AND INSTALL "PHASE-LOSS" RELAYS FOR NEW THREE PHASE MECHANICAL EQUIPMENT TO PREVENT SINGLE PHASING. COORDINATE WITH MECHANICAL EQUIPMENT CONTRACTOR.

12. ALL EXIT LIGHTS AND EMERGENCY LIGHTS SHALL HAVE THEIR NORMAL BRANCH CIRCUIT WIRING TIED INTO THE LOCAL CIRCUIT IN THE AREA FOR WHICH THEY SERVE AHEAD OF ALL SWITCHING.

13. ALL BREAKERS USED TO FEED MECHANICAL EQUIPMENT SHALL BE "HACR" TYPE.

14. NO CORDS OR RECEPTACLES SHALL BE PERMITTED ABOVE CEILING.

15. IF A FIRE PUMP IS REQUIRED FOR THE SPRINKLER SYSTEM, A REVISION TO THE ISSUED PERMIT MUST BE OBTAINED PRIOR TO THE COMMENCEMENT OF THIS WORK.

NOTE: NOT ALL SYMBOLS ARE USED ON THIS PROJECT.

ELECTRICAL ABBREVIATIONSABBREVIATIONS USED ON DRAWINGS IN GENERAL ARE LISTED BELOW.

A AMPS

AC AIR CONDITIONING

AF AMP FRAME

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHU AIR HANDLING UNIT

A.I.C. AMPS INTERRUPTING CAPACITY

ATS AUTOMATIC TRANSFER SWITCH

AT AMP TRIP

BRKR BREAKER

C CONDUIT

CATV CABLE ANTENNA TELEVISION

CKT CIRCUIT

CLG CEILING MOUNTED

CPT CONTROL POWER TRANSFORMER

CPU CENTRAL PROCESSING UNIT

CUH CABINET UNIT HEATER

Cu COPPER

DIA DIAMETER

DISTR DISTRIBUTION

E EXISTING

EC ELECTRICAL CONTRACTOR

EF EXHAUST FAN

ELEC ELECTRICAL

EMEMERGENCY LIGHTING WITH CONNECTION TOEMERGENCY POWER SOURCE

EMT ELECTRICAL METALLIC TUBING

ETR EXISTING TO REMAIN

EXP EXPLOSION PROOF

EWC ELECTRIC WATER COOLER

F FUSE

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FAGAP FIRE ALARM GRAPHIC ANNUNCIATOR PANEL

FCU FAN COIL UNIT

FIXT LIGHT FIXTURE

FLUOR FLUORESCENT

FS FUSIBLE SWITCH

G GROUND

GFCI GROUND FAULT CIRCUIT INTERRUPTING PROTECTION

GRC GALVANIZED RIGID CONDUIT

HID HIGH INTENSITY DISCHARGE

HP HORSE POWER

IDF INTERMEDIATE DISTRIBUTION FRAME

IG ISOLATED GROUND

J JUNCTION BOX

KEC KITCHEN EQUIPMENT CONTRACTOR

KVA KILOVOLT AMPERE

KW KILOWATTS

LC LIGHTING CONTACTOR

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDF MAIN DISTRIBUTION FRAME

MECH MECHANICAL

MLO MAIN LUG ONLY

MSB MAIN SWITCHBOARD

MTD MOUNTED

NAC NOTIFICATION APPLIANCE CIRCUIT

NEC NATIONAL ELECTRICAL CODE

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NTS NOT TO SCALE

OC ON CENTER

PH PHASE

P POLE

PB PULL BOX

PC PHOTOELECTRIC CONTROL

PE PNEUMATIC/ELECTRIC

PNL PANEL

PVC POLYVINYL CHLORIDE

QR QUARTZ RESTRIKE

R RELOCATED

SW SWITCH

TCP TEMPERATURE CONTROL PANEL

TV TELEVISION

TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR

TYP TYPICAL

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER SUPPLY

V VOLTS

VAV VARIABLE AIR VOLUME

VFD VARIABLE FREQUENCY DRIVE

VIF VERIFY IN FIELD

VC VOLUME CONTROL

W WATTS OR WALL MOUNTED

WG WIRE GUARD

WP WEATHER PROOF TYPE DEVICE

XFMR TRANSFORMER

GENERAL SYMBOLS

SYMBOL DESCRIPTION

CONDUIT CONCEALED ABOVE CEILING OR IN WALL WHEREVER POSSIBLE

CONDUIT CONCEALED BELOW SLAB OR GRADE

CONDUIT EXPOSED ON CEILING, WALL OR BAR JOIST FOR EXPOSEDTYPE BUILDING CONSTRUCTION

INDICATES NUMBER OF HOT, NEUTRAL, AND GROUND CONDUCTORSIN CONDUIT. TO BE USED AS A GENERAL GUIDE TO SHOW INTENT OF CIRCUITING AND SWITCHING ARRANGEMENT. NOT SHOWN IN ALL CASES. CONTRACTOR SHALL VERIFY AND INSTALL ADDITIONAL CONDUCTOR WHERE REQUIRED

HOME RUN TO PANELBOARD SHOWING CIRCUIT DESIGNATION,INDICATING PANEL AND CIRCUIT BREAKER NUMBER WITHIN PANEL

POWER SYMBOLS

SYMBOL DESCRIPTION

DUPLEX RECEPTACLE

DUPLEX RECEPTACLE LOCATED ABOVE COUNTER

DOUBLE DUPLEX RECEPTACLE

DOUBLE DUPLEX RECEPTACLE LOCATED ABOVE COUNTER

ELECTRIC WATER COOLER GFCI RECEPTACLE. THE CONTRACTORSHALL VERIFY EXACT LOCATION OF WATER COOLER RECEPTACLEWITH MANUFACTURERS DWGS.

DUPLEX RECEPTACLE WITH ISOLATED GROUND

SPECIAL PURPOSE OUTLET, AS NOTED ON PLANS OR SPECIFICATIONS

DUPLEX RECEPTACLE WITH FLEXIBLE CONNECTION TO EQUIPMENT

FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE

FLOOR BOX WITH DUPLEX RECEPTACLE AND COMMUNICATIONOUTLET

LIGHTING/ RECEPTACLE PANEL

DISTRIBUTION/ POWER PANEL

SURGE PROTECTION DEVICE

TRANSFORMER

JUNCTION BOX

MOTOR; SINGLE PHASE

MOTOR; THREE PHASE

MANUAL MOTOR STARTER SWITCH WITH THERMAL OVERLOADPROTECTION AND PILOT LIGHT

NON-FUSED DISCONNECT SWITCH

FUSED DISCONNECT SWITCH

MAGNETIC MOTOR STARTER

MAGNETIC MOTOR STARTER COMBINED WITH DISCONNECT SWITCH

PUSH PLATE FOR DOOR OPERATOR

CIRCUIT BREAKER

FUSIBLE SWITCH

SWITCH PROVIDED W/ MOTORIZED PROJECTION SCREEN, INSTALLEDAND WIRED BY ELECTRICAL

RED EMERGENCY STOP PUSH BUTTON TIED TO SHUNT TRIP MAIN BREAKER

VARIABLE FREQUENCY DRIVE; FURNISHED BY OTHERS, INSTALLEDBY ELECTRICAL CONTRACTOR

A-1

LIGHTING SYMBOLS

SYMBOL DESCRIPTION

2' x 4' LED LIGHT FIXTURE

2' x 4' LED LIGHT FIXTURE WITH CONNECTION TOEMERGENCY POWER SOURCE

1' x 4' LED LIGHT FIXTURE

1' x 4' LED LIGHT FIXTURE WITH CONNECTION TOEMERGENCY POWER SOURCE

LED DOWNLIGHT FIXTURE

LED DOWNLIGHT FIXTURE WITHCONNECTION TO EMERGENCY POWER SOURCE

WALL MOUNTED LIGHT FIXTURE

4' LED STRIP FIXTURE

EXIT LIGHT FIXTURE. SHADED AREA DENOTES SINGLE OR DOUBLEFACE. DIRECTIONAL ARROWS AS SHOWN ON PLANS

EMERGENCY BATTERY PACK FIXTURE

POLE MOUNTED SITE LIGHT FIXTURE. NUMBER OF HEADS AS PERDRAWINGS. (NOTE THAT ARROWS INDICATE DIRECTION FOR WHICHOPTIMUM PHOTOMETRIC PERFORMANCE IS DESIRED. FIELD ROTATEREFLECTOR ASSEMBLY IF REQUIRED.

GENERAL PURPOSE SINGLE POLE SWITCH

DOUBLE POLE TOGGLE SWITCH

GENERAL PURPOSE 3-WAY SWITCH

GENERAL PURPOSE 4-WAY SWITCH

GENERAL PURPOSE KEY-OPERATED SWITCH

GENERAL PURPOSE 3-WAY KEY-OPERATED SWITCH

GENERAL PURPOSE 4-WAY KEY-OPERATED SWITCH

GENERAL PURPOSE SWITCH WITH PILOT LIGHT

CONTACTOR

TIME CLOCK

CEILING MOUNT PHOTOCELL EQUAL TO HUBBELL #OMNI-DT-500-RP

CEILING MOUNT OCCUPANCY SENSOR EQUAL TO HUBBELL #OMNI-DT

WALL SOURCE BOX SCHEDULE

ENLARGED PLAN NUMBER

GROUND

NEUTRAL HOT

VFD

JJ

EWC

N

1

1

SECTION NUMBER

SHEET WHERE SECTION IS DRAWN

PROJECT NORTH

TRUE NORTH

T

PS

T

TC

C

H10

OS

V VACANCY SENSOR SWITCH EQUAL TO HUBBELL #LHIRS-1

1

ELECTRICAL SYSTEM INDICATION

HEAVY LINE-WEIGHTINDICATESNEW WORK

LIGHT LINEWEIGHT-INDICATESEXISTINGEQUIPMENT ORREFERENCEDINFORMATION

HATCH MARKS -EQUIPMENT ORMATERIALS TO BEDISCONNECTEDAND REMOVED

TEXT LEADER

NOTES BY SYMBOLDRAWING REVISION SYMBOL

DRAWING REVISIONNUMBER

KEYEDNOTE NUMBER

X

INFORMATION TEXT

VAV-XX

EQUIPMENT TAG IDENTIFICATION

REFERENCE E002 FOR EQUIPMENT BRANCH CIRCUIT REQUIREMENTS

SYMBOL DESCRIPTION

WS1 4-GANG WIREMOLD WALLSOURCE BOX. REFER TO DETAIL 3/10.17

WS2

DUPLEX RECEPTACLE WITH USB CONNECTION.U

CEILING MOUNT VACANCY SENSOR EQUAL TO HUBBELL #OMNI-DTVS

PC

4-GANG WIREMOLD WALLSOURCE BOX. REFER TO DETAIL 6/10.17

DV DIMMER SWITCH WITH VACANCY SENSOR EQUAL TO HUBBELL #LHD-IRS-3

LV LOW VOLTAGE ON/OFF SWITCH EQUAL TO HUBBELL #NXSW-OO

2

3

4

K

3K

4K

P

GFI DUPLEX RECEPTACLE LOCATED ABOVE COUNTERGFI

GFI DUPLEX RECEPTACLEGFI

GFI

GFI

GFI

GFI

O OCCUPANCY SENSOR SWITCH EQUAL TO HUBBELL #LHIRS-1

O2 OCCUPANCY SENSOR SWITCH EQUAL TO HUBBELL #LHIRS-2

D LOW VOLTAGE RAISE/LOWER DIMMER SWITCH EQUAL TO HUBBELL #NXSW-ORLO

LED LIGHT EMMITING DIODE

D4 LOW VOLTAGE RAISE/LOWER DIMMER SWITCH EQUAL TO HUBBELL #NXSW-SS

SHEE

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PROJECT #



TBPE# F-18632

20002811.00

J J J J

J J

OS OS

OS

OS OS

OS

OS

OS

OS

OS

OS

1

2

2

5

4

2

3

5

CEILING

6

1

3

3

3

3

3

11

111

1

A A

DD

P P

8

8

9

9

EE

KK

10

10

HH

7

7

5

5

2

2

CC

FF

B B

JJ

LL

N NMM

GG

4

4

6

6

O O

E E E

E E E

E E E

E E E E E

E

E

E

E E

E

E

E

EE

E E

E

E E

E EEEEE

R R E

E E E

E E E

EE

R

E E

E

E

E E

E

EE

EE

E E

E E

EE

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

EE

E E E

R

R

E E

E E

E E

E

EE

E

E

E E

E

DV

EE

E

E EE

1

1

1

1

1 1

1

1 1

1 1

1

2

2

D

E

3

4

3

1

1

1

1

1

1

DV

1

E

DV

5

X

X

E

E

E

E

E

E

R

6

D

D

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a d

ca

a db

b

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E3

E3

a b

a

b

a

b

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b

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2

D

2

D

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E

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A

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E

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EXEC.ASST.A117


A132

CORRIDORA118

MEETINGA119

COFF/BRKA120

ELECTRICALA121

MDFA124 CUST.

A123

STORAGEA125

TRAININGA126HEALTH SCIENCE

A127

P & W COORDINATORA128


A130 CORRIDORA122

WOMENA115

MENA114

ADMIN. ASSIST.A102

VESTIBULEA101

CHIEF'SOFFICEA108

SOFT INTERVIEW107 SEC. DOCS.

A110

OFFICESA113

EVIDENCEA109

SHOPA112

TRAININGA106

STORAGEA134PROCESSING/INTERVIEW

A105BREAK ROOMA100C

BECKY'S OFFICEA133

STORAGEA116

E

E

EE E

E

5

1

7

8

5

E

2

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TBPE# F-18632

20002811.00

NO R

HT

1/8" = 1'-0"

FIRST FLOOR DEMOLITION - ELECTRICAL2

NO R

HT

1/8" = 1'-0"

FIRST FLOOR PLAN - LIGHTING1

LIGHTING NOTES BY SYMBOL " "#

1. EXISTING CONTROLS THIS AREA TO REMAIN.

2. NEW LOW VOLTAGE DIMMING SWITCH TO BE CONNECTED TO EXISTING LIGHTS/OCCUPANCY SENSOR. RE-WIRE EXISTING OCCUPANCY SENSOR AS NECESSARY TO CONTROL NEW SPACE/EXISTING LIGHTS.

3. EXISTING 3-WAY KEYED SWITCH TO BE RELOCATED TO NEW LOCATION AS SHOWN.

4. EXISTING DOWNLIGHT TO BE CONTROLLED BY CORRIDOR LIGHTING SWITCHES. RE-WIRE AS NECESSARY.

5. RELOCATE EXISTING LIGHT AS INDICATED AND RECONNECT TO EXISTING CIRCUIT/SWITCH OR NEW CONTROLS.

6. NEW OCCUPANCY SENSOR TO MATCH EXISTING. INTERWIRE WITH EXISTING LIGHTING CONTROLS.

7. EXISTING LIGHTS TO BE CONNECTED TO NEW CONTROLS. RE-WIRE AS NECESSARY.

8. NEW LIGHT/CONTROLS TO BE CONNECTED TO EXISTING CIRCUIT THIS AREA WITH (2)#!2,#12G-3/4"C.

DEMOLITION NOTES BY SYMBOL " "#

1. EXISTING LIGHTS TO REMOVED AND MAINTAINED FOR RE-USE.

2. EXISTING SWITCHES TO BE REMOVED. DISCONNECT AND REMOVE ALL ASSOCIATED WIRING. REFER TO NEW WORK NOTE BY SYMBOL #2 FOR MORE INFORMATION.

3. EXISTING RECEPTACLE TO BE REMOVED. DISCONNECT AND REMOVE ALL ASSOCIATED WIRE AND CONDUIT.

4. EXISTING SPECIAL PURPOSE OUTLET AND DISCONNECT SWITCH TO BE REMOVED. DISCONNECT AND REMOVE ALL ASSOCIATED WIRE AND CONDUIT.

5. EXISTING PROJECTOR CONTROLS AND PROJECTOR INTERFACES DEVICES AND ASSOCIATED WIRING TO BE REMOVED/RELOCATED BY OWNER. REMOVE EXISTING JUNCTION BOXES AND ASSOCIATED CONDUIT. REFER TO NOTES BY SYMBOL #7 SHEET 10.04, FOR NEW LOCATION AND ADDITIONAL INFORMATION.

6. EXISTING PROJECTOR CONTROLS, PROJECTOR INTERFACE DEVICES, PROJECTOR AND ASSOCIATED WIRING SHALL BE DISCONNECTED AND REMOVED BY OWNER. REMOVE CEILING MOUNTED RECEPTACLE WIRE, CONDUIT AND JUNCTION BOXES AND CONDUIT FOR PROJECTOR CONTROLS/DEVICES.

1. THE INFORMATION ON THE DEMOLOTION DRAWINGS ARE FROM DOCUMENTS PROVIDED TO THE ENGINEER. CONTRACTOR WILL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO SUBMITTING A BID TO DETERMINE THE AMOUNT OF DEMOLITION THAT WILL BE REQUIRED. CONTRACTOR SHALL EXAMINE THE EXISTING BUILDING AND GENERALLY VERIFY THE LOCATION OF ALL EXISTING WORK AND BECOME INFORMED AS TO THE RELATION TO AND EFFECT ON, THE WORK REQUIRED BEFORE SUBMITTING A BID. SUBMISSION OF A BID WILL CONSTITUTE EVIDENCE THAT THE CONTRACTOR HAS INSPECTED THE SITE OF THE PROPOSED WORK. DEVICES ON EXISTING WALLS TO REMAIN OR TO BE REMOVED MAY NOT APPEAR ON DRAWINGS DUE TO EXISTING FURNITURE, BOOKCASES, EQUIPMENT, ECT. BLOCKING VIEW DURING SITE VISIT.

2. CONTRACTOR SHALL STUDY ALL PLANS AND UNDERSTAND THE FULL SCOPE OF CONSTRUCTION PRIOR TO BIDS AND BEGINNING ANY WORK. CONTRACTOR SHALL UNDERSTAND THAT THE BUILDING WILL BE RENOVATED IN PHASES AND THAT ELECTRICAL EQUIPMENT SERVING THOSE ARES THAT WILL BE RENOVATED IN LATER PHASES SHALL BE RECONNECTED AND RE-ENERGIZED TO MAINTAIN POWER TO THOSE AREAS IF DISRUPTED DURING PHASED CONSTRUCTION. CONTRACTOR SHALL UNDERSTAND THAT THE ELECTRICAL EQUIPMENT SERVING PORTIONS OF THE BUILDING THAT ARE OUTSIDE OF THIS PROJECT’S SCOPE SHALL REMAIN AND BE RECONNECTED AND RE-ENERGIZED TO MAINTAIN POWER TO HOSE AREAS IF DISRUPTED DURING PHASED CONSTRUCTION.

3. COORDINATE DEMOLITION WORK WITH THE BUILDING MAINTENANCE PERSONNEL AND OTHER TRADES PERFORMING WORK IN THE BUILDING PRIOR TO THE REMOVAL OF ANY ITEMS OF EQUIPMENT OR SYSTEMS THAT WILL AFFECT OTHER SYSTEMS WITHIN THE LIMIT OF NEW CONSTRUCTION OR OTHER AREAS OF THE BUILDING. CONTRACTOR SHALL VERIFY WITH THE OWNER IF THE BUILDING WILL BE OCCUPIED DURING CONSTRUCTION, AND THEREFORE UTILITIES MUST REMAIN IN OPERATION AT ALL TIMES. ANY REQUIRED OUTAGES MUST BE COORDINATED WITH THE OWNER.

4. PRIOR TO THE REMOVAL OF ANY EQUIPMENT, CONTRACTOR MUST VERIFY THE ORIGIN AND TERMINATION OF THOSE SYSTEMS AND CONFIRM THAT THE ITEMS BEING REMOVED DO NOT SERVE ANY ITEMS THAT ARE TO REMAIN DOWN/UP STREAM (INCLUDING THOSE IN AREAS OUTSIDE THE CONTRACTOR LIMITS). IF REMOVAL OF ANY ITEMS DOES DISRUPT OTHER SYSTEMS DOWN/UP STREAM, CONTRACTOR SHALL EXTEND, RECONNECT TO NEW OR RELOCATED EQUIPMENT, AND MAINTAIN FULL FUNCTIONALITY OF SYSTEM.

5. REFER TO HVAC & PLUMBING DRAWINGS FOR OTHER DEMOLITION INFORMATION. DISCONECT AND REMOVE ALL WIRE, CONDUIT, AND DISCONNECT SWITCHES SERVING EQUIPMENT TO BE REMOVED AND LABEL CIRCUIT BREAKER ‘SPARE’.

DEMOLITION GENERAL NOTES:

1. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF ALL LIGHT FIXTURES.

2. ALL EMERGENCY BATTERY PACKS AND EMERGENCY LIGHTS, I.E. FIXTURES DESIGNATED WITH AN 'X' SUFFIX (SUCH AS 'AX'), AND EXIT SIGNS SHALL BE CIRCUITED TO UNSWITCHED HOT LEG OF ADJACENT LIGHTING CIRCUIT PER N.E.C. ARTICLES 700 AND 701 UNLESS OTHERWISE NOTED.

3. DEVICES WITH AN 'E' SUBSCRIPT ARE EXISTING TO REMAIN.

GENERAL NOTES:

POLE 15'0" SQUARE STEEL POLE AMERICAN LITE POLE SNS-15-40-11

S5 SIMILAR TO TYPE 'S1' EXCEPT SINGLE HEAD AND TYPE 5R DISTRIBUTION80W

4000K-LEDHUBBELL VPS-36L-80-4K7-5R-UNV-A-BLT

S4-S SIMILAR TO TYPE 'S4' EXCEPT WITH SHIELD80W

4000K-LED

HUBBELL VPS-36L-80-4K7-4-UNV-A-BLT

SHIELD - HSS/VP-S/90-LR/BLT

S4 SIMILAR TO TYPE 'S1' EXCEPT SINGLE HEAD AND TYPE 4 DISTRIBUTION80W

4000K-LEDHUBBELL VPS-36L-80-4K7-4-UNV-A-BLT





S1DOUBLE HEAD LED PARKING LOT LIGHTS ON 15 SQUARE STEEL POLE, ACRYLIC LENS, (1) TYPE 3

DISTRIBUTION, (1) TYPE 4 DISTRIBUTION, CAST ALUMINUM HOUSING, BLACK FINISH, LED DRIVER

80W

4000K-LED

TYPE 3 - HUBBELL VPS-36L-80-4K7-3-UNV-A-BLT

TYPE 4 - HUBBELL VPS-36L-80-4K7-3-UNV-A-BLT

XWHITE THERMOPLASTIC EXIT SIGN, UNIVERSAL FACE, GREEN LED, WITH EMERGENCY BATTERY

BACKUPLED COMPASS CEG

R EXISTING LIGHT FIXTURE TO BE RELOCATED N/A N/A

E EXISTING LIGHT FIXTURE TO REMAIN N/A N/A

A 4' LED STRIP LIGHT40W

4000K-LEDCOLUMBIA CSL4-4040

TYPE DESCRIPTION LAMPS MANUFACTURER/CATALOG NUMBER NOTES

LIGHTING FIXTURE SCHEDULE

J

J

J

J

J

J

J

J

J J

J

J

J J

J

J

J

1

1

1

1

1

1 1

8

1

1

1

2

1

E

3

3

3

5

HAR

LDPLA

E E E E E E E E E

E

E

EEE E

E E

E

EE

E

E

E

E

E

E E

E E E E

EEEE E E E

E

E E E E E E E

EEEE

EE

E

EE

E

E

E E

E

E E

E

E

E

E

E

E

E

E

E

EE

E

E

E E

6

4TYPICAL E

92

9

14

12

29 10

212

12

12

14

9

9

7

E E

12

E

E

7

10

10

10

10

2

18

EE

11

E

E

EE

13

HEALTH SCIENCEA127

TRAININGA126

STORAGEA125

MDFA124

CUST.A123

CORRIDORA122

COFF/BRKA120

ELECTRICALA121

P & W COORDINATORA128


A130

CORRIDORA118


A132

EXEC.ASST.A117

BECKY'S OFFICEA133

ADMIN. ASSIST.A102

VESTIBULEA101

CHIEF'SOFFICEA108

SOFT INTERVIEW107

SEC. DOCS.A110

EVIDENCEA109

OFFICESA113

SHOPA112

STORAGEA134


BREAK ROOMA100C

CUBICLE OFFICESA103

TRAININGA106

15

S

16

V V16

V

9

V

16

17

17

17

BS-2.1BS-1.2

BS-1.1

13

13

13

13

9

19

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1/8" = 1'-0"

FIRST FLOOR PLAN - POWER1


0 1 2 3

PROJECT #



TBPE# F-18632

20002811.00

NOTES BY SYMBOL " "#

1. EXISTING ELECTRICAL DEVICES THIS AREA TO REMAIN.

2. RECEPTACLE AND DATA OUTLET MOUNTED AT 60" ABOVE FINISHED FLOOR FOR MONITOR. VERIFY LOCATION WITH ARCHITECT.

3. EXISTING ABOVE COUNTER RECEPTACLE AND DATA OUTLET (AT A103 ONLY) TO BE RELOCATED TO 18" ABOVE FINISHED FLOOR.

4. DATA ROUGH IN LOCATION. FROM ROUGH IN ROUTE 1" EMPTY CONDUIT WITH PULLSTRING TO 6" ABOVE ACCESSIBLE CEILING.

5. EXISTING DISCONNECT SERVING ABOVE CEILING OUTSIDE AIR UNIT TO REMAIN.

6. RECEPTACLE MOUNTED ON CEILING FOR OVERHEAD PROJECTOR. COORDINATE EXACT LOCATION WITH ARCHITECT. CONNECT TO EXISTING RECEPTACLE CIRCUIT IN ADJACENT ROOM PREVIOUSLY SERVING RELOCATED PROJECTOR WITH (2)#12,#12G-3/4"C.

7. JUNCTION BOX MOUNTED AT 48” AND 18” ABOVE FINISHED FLOOR FOR RELOCATED PROJECTOR DEVICES. FROM BOXES PROVIDE CONDUIT, TO MATCH EXISTING, TO 6” ABOVE ACCESSIBLE CEILING. VERIFY LOCATION OF DEVICES WITH OWNER.

8. EXISTING PROJECTOR AND CONTROLS TO REMAIN.

9. CONNECT TO EXISTING RECEPTACLE CIRCUIT THIS AREA WITH 2#12,#12G-3/4”C. VERIFY EXISTING LOAD, NO MORE THAN (7) RECEPTACLES PER CIRCUIT.

10. CONNECT TO SPARE 20A 120V DEDICATED CIRCUIT ABOVE CEILING WITH 2#12,#12G-3/4”C.

11. FURNISH AND INSTALL (1)20A/2P CIRCUIT BREAKER (MATCH EXISTING) IN EXISTING PANEL ‘LDP’ WITH 2#12,#12G-3/4”C FOR CONNECTION TO NEW HVAC EQUIPMENT. FURNISH AND INSTALL NEW 2P/30AS/NF DISCONNECT FOR HVAC EQUIPMENT.

12. JUNCTION BOX MOUNTED AT 48” ABOVE FINISHED FLOOR WITH ¾” EMPTY CONDUIT TO 6” ABOVE ACCESSIBLE CEILING FOR DOOR ACCESS DEVICE. VERIFY LOCATION WITH SYSTEM INSTALLER.

13. SECURITY CAMERA ROUGH IN LOCATION. FROM ROUGH IN ROUTE 1" EMPTY CONDUIT WITH PULLSTRING TO 6" ABOVE ACCESSIBLE CEILING.

14. JUNCTION BOX WITH 3/4" EMPTY CONDUIT TO 6" ABOVE CEILING FOR DOOR RELEASE PUSHBUTTON. VERIFY MOUNTING HEIGHT AND REQUIREMENTS WITH SYSTEM SUPPLIER.

15. EXISTING SILENT KNIGHT 1FP-1000 FIRE ALARM CONTROL PANEL.

16. CEILING MOUNTED FIRE ALARM SMOKE DETECTOR AND VISUAL DEVICES. CONNECT TO EXISTING DATA LOOP OF ASSOCIATED DEVICE. MATCH EXISTING DEVICES, WIRING AND SUPPORT METHOD.

17. JUNCTION BOX FOR CONNECTION TO NEW BRANCH SELECTOR. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. CIRCUIT TO NEW 20A/2P CIRCUIT BREAKER INSTALLED IN NOTE #11 WITH (2)#12,#12G-3/4"C. FURNISH AND INSTALL 20A/2P TOGGLE SWITCH FOR DISCONNECT.

18. EXISTING PROJECTOR TO BE RELOCATED. RELOCATION RECEPTACLE AS NEEDED. VERIFY LOCATION WITH ARCHITECT.

19. EXISTING EXHAUST FAN PREVIOUSLY LOCATED IN MECHATRONICS CLASSROOM TO BE RELOCATED TO EVIDENCE 109. EXTEND WIRE AND CONDUIT AND RECONNECT. REFER TO MECHANICAL PLANS FOR ADDITIONAL INFORMATION.

GENERAL NOTES:1. 'E' INDICATES EXISTING ELECTRICAL DEVICE TO REMAIN.

manor isd / police station renovation -csp …...logo contractor's logo bolts 3'-0"...

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